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Park West Crossing- LR140806FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0167 Service Date:08/06/14 8901 Carpenter Frwy., Suite 100 Report Date:08/13/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Drilled belled (underreamed) pier observation. Terracon Rep.: Jonathan Baze Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 tp On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing - Building D Report No.: 94141126.0167 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/06/14 Project No.: 94141126 Technician: J. Baze Driller: Auger Page: 1 of 1 Pier Identification I.7/5 J.2/5 L.4/5 L.7/5 N.4/5 N.8/5 O.2/5 P/3.9 P/3.5 Pier Diameter (in.)24 24 24 24 24 24 24 24 24 Bell Diameter (in.)72 72 72 72 72 72 72 72 72 Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A Req. Depth from Exist. Grade (ft)15.8 15.8 15.8 15.8 14.8 14.8 14.8 16.8 16.4 Initial Depth of Pier from Existing Grade (ft)15.5 16.0 15.6 17.0 14.7 14.5 14.7 17.0 16.8 Final Depth of Pier from Existing Grade (ft)15.9 17.5 16.2 19.0 16.2 15.0 14.9 17.1 17.0 Depth from Top of Concrete (ft)15.8 17.4 16.1 18.9 16.1 15.0 14.9 16.0 17.0 Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#)6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.)15.3 16.9 15.6 18.4 15.6 14.5 14.4 15.5 16.5 Time Drilling was Completed 09:45 10:20 11:00 12:15 14:00 14:40 15:15 16:00 16:40 Time Concrete was Placed 10:00 14:00 14:15 15:30 15:45 16:00 16:20 18:00 18:15 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0170 Service Date:08/06/14 8901 Carpenter Frwy., Suite 100 Report Date:08/13/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Drilled belled (underreamed) pier observation. Terracon Rep.: Jason Carrizales Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 tp On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing - Building D Report No.: 94141126.0170 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/06/14 Project No.: 94141126 Technician: J. Carrizales Driller: Auger Drilling Page: 1 of 1 Pier Identification J.5/5 K/5 K.5/5 Pier Diameter (in.)30 30 30 Bell Diameter (in.)84 84 84 Top of Pier Elevation (ft)N/A NA/N/A Req. Depth from Exist. Grade (ft)15.8 15.8 15.8 Initial Depth of Pier from Existing Grade (ft)16.2 15.8 15.8 Final Depth of Pier from Existing Grade (ft)18.9 17.3 16.9 Depth from Top of Concrete (ft)17.9 16.0 15.6 Condition of Bottom (wet or dry)Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Casing Diameter (in) N/A NA/N/A Cased Depth (ft)N/A NA/N/A Number of Vertical Bars (ea.)6 6 6 Reinforcing Bar Size (#)7 7 7 Length of Vertical Bars (ft.)20.6 19.4 19.0 Time Drilling was Completed 12:30 13:55 15:10 Time Concrete was Placed 14:00 15:25 16:35 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0171 08/06/14 08/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1451 1191 Plant: Ticket No.: 136 25911948 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 0.9 0-3 95 96 152.4 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/06/14 1535 Jason Carrizales Clear, hot 10/50 10 0 0 K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D Drilled Piers, see Foundation Observations Report No. 94141126.0170, dated 08/06/14, for pier location Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/13/14 7 39,900 2 3,180 1 2 4.00 12.57 09/03/14 28 1 3 4.00 12.57 09/03/14 28 1 4 4.00 12.57 09/03/14 28 1 5 4.00 12.57 10/01/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Jason Carrizales The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0171 08/06/14 09/04/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1451 1191 Plant: Ticket No.: 136 25911948 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 0.9 0-3 95 96 152.4 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/06/14 1535 Jason Carrizales Clear, hot 10/50 10 0 0 K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D Drilled Piers, see Foundation Observations Report No. 94141126.0170, dated 08/06/14, for pier location Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/13/14 7 39,900 2 3,180 1 2 4.00 12.57 09/03/14 28 46,290 4 3,680 1 3 4.00 12.57 09/03/14 28 46,270 4 3,680 1 4 4.00 12.57 09/03/14 28 48,440 4 3,860 Average (28 days) 3,740 1 5 4.00 12.57 10/01/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Jason Carrizales The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0171 08/06/14 10/02/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1451 1191 Plant: Ticket No.: 136 25911948 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 0.9 0-3 95 96 152.4 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/06/14 1535 Jason Carrizales Clear, hot 10/50 10 0 0 K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D Drilled Piers, see Foundation Observations Report No. 94141126.0170, dated 08/06/14, for pier location Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/13/14 7 39,900 2 3,180 1 2 4.00 12.57 09/03/14 28 46,290 4 3,680 1 3 4.00 12.57 09/03/14 28 46,270 4 3,680 1 4 4.00 12.57 09/03/14 28 48,440 4 3,860 Average (28 days) 3,740 1 5 4.00 12.57 10/01/14 56 53,600 4 4,270 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Jason Carrizales The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0173 08/06/14 08/13/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX Project Number:94141126 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method 92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace sand ASTM D698 95-2/+2286.830.294141126.0036 Lime treated dark and light brown clay ASTM D698 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) Interior Plumbing Bldg. B 2110 300' N & 20' E of SW corner of pad 2' BFG 1 6 118.7 26.6 28.9 92.1 96 2111 300' N & 20' E of SW corner of pad 1.2' BFG 1 6 118.7 26.9 29.3 91.8 95 2112 300' N & 20' E of SW corner of pad 0.4' BFG 1 6 118.2 26.6 29.0 91.6 95 2113 300' N & 20' E of SW corner of pad Final 2 6 110.2 26.3 31.4 83.9 97 2114 5' S & 50' E of NW corner of pad 2' BFG 1 6 118.4 26.7 29.1 91.7 95 2115 5' S & 50' E of NW corner of pad 1.2' BFG 1 6 117.8 26.3 28.7 91.5 95 2116 5' S & 50' E of NW corner of pad 0.4' BFG 1 6 118.5 26.6 28.9 91.9 96 2117 5' S & 50' E of NW corner of pad Final 2 6 110.7 26.2 31.0 84.5 97 Comments: Datum: BFG - Below final grade Serial No: Test and/or retest results on this report meet project requirements as noted above. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0173 08/06/14 08/13/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX Project Number:94141126 Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: Contractor Structure Tone Southwest James D. Baze Project Manager Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Reviewed By: Terracon Rep.: Armando Rendon ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 2 of 2 FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0174 Service Date:08/07/14 8901 Carpenter Frwy., Suite 100 Report Date:08/12/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Drilled belled (underreamed) pier observation. Terracon Rep.: Jonathan Baze Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 sbv On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing Building D Report No.: 94141126.0174 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/07/14 Project No.: 94141126 Technician: J. Baze Driller: Auger Page: 1 of 1 Pier Identification F.5/5.1 F/5.1 E.5/5.1 P/3.1 P/2.7 P/2.3 P/1.9 P/1.5 A.5/1 B.1/1 B.7/1 Pier Diameter (in.)30 30 30 24 24 24 24 24 30 30 30 Bell Diameter (in.)84 84 84 72 72 72 72 72 78 78 78 Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Req. Depth from Exist. Grade (ft)14.8 14.8 14.8 13.8 13.8 13.8 13.8 14.4 12.8 12.8 12.8 Initial Depth of Pier from Existing Grade (ft)14.7 14.5 14.4 14.0 14.0 13.8 13.8 14.3 12.8 13.0 12.6 Final Depth of Pier from Existing Grade (ft)15.0 15.0 14.9 15.2 15.1 15.3 14.0 15.0 14.3 13.4 13.5 Depth from Top of Concrete (ft)14.0 14.0 13.9 15.5 15.3 15.2 13.8 14.8 14.1 13.2 13.2 Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#)7 7 7 6 6 6 6 6 7 7 7 Length of Vertical Bars (ft.)16.0 16.0 15.9 15.0 14.8 14.7 13.3 14.3 13.6 12.7 12.7 Time Drilling was Completed 0830 0900 0930 1450 1530 1630 1640 1715 1330 1400 1430 Time Concrete was Placed 1030 1040 1050 1715 1720 1730 1740 1800 1430 1445 1500 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0177 Service Date:08/07/14 8901 Carpenter Frwy., Suite 100 Report Date:08/12/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Drilled belled (underreamed) pier observation. Terracon Rep.: Tyrece Lewis Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 sbv On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing Report No.: 94141126.0177 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/07/14 Project No.: 94141126 Technician: T. Lewis Driller: Auger Page: 1 of 1 Pier Identification A/1.4 A/1.8 A/2.3 A/2.7 A/3.1 A/3.5 A/3.8 A.1/.9 A.1/.7 A.1/.5 A/1 Pier Diameter (in.)24 24 24 24 24 24 24 24 24 24 30 Bell Diameter (in.)72 72 72 72 72 72 72 54 54 54 78 Top of Pier Elevation (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Req. Depth from Exist. Grade (ft)14.5 14.5 14.5 14.5 14.5 14.5 14.5 12.8 12.8 12.8 13.8 Initial Depth of Pier from Existing Grade (ft)15.0 14.3 14.0 14.5 14.3 14.5 16.0 13.7 13.0 12.5 14.0 Final Depth of Pier from Existing Grade (ft)16.0 15.5 15.0 14.6 15.4 14.6 16.1 14.0 13.3 13.0 14.5 Depth from Top of Concrete (ft)16.0 15.5 15.0 14.6 15.4 14.6 16.1 13.8 13.1 12.8 14.4 Condition of Bottom (wet or dry)Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft)N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.)6 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#)6 6 6 6 6 6 6 6 6 6 7 Length of Vertical Bars (ft.)15.6 15.1 14.8 14.3 15.1 14.3 15.9 13.6 13.0 12.4 14.2 Time Drilling was Completed 0946 1010 1049 1210 1151 1219 1131 1448 1413 1357 1354 Time Concrete was Placed 1012 1031 1059 1219 1210 1418 1448 1610 1538 1524 1620 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0178 08/07/14 08/18/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0528 1237 Plant: Ticket No.: 136 25912895 Field Test Data Test Air Content (%): Result Specification 6 5-7 1.0 0-3 97 95 151.6 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/07/14 0601 Tyrece Lewis Partly cloudy 84/84 10 0 0 Pier @ P/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Reports No. 94141126.0174 & 94141126.0177, dated 08/07/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/14/14 7 33,190 2 2,640 1 2 4.00 12.57 09/04/14 28 1 3 4.00 12.57 09/04/14 28 1 4 4.00 12.57 09/04/14 28 1 5 4.00 12.57 10/02/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0178 08/07/14 09/05/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0528 1237 Plant: Ticket No.: 136 25912895 Field Test Data Test Air Content (%): Result Specification 6 5-7 1.0 0-3 97 95 151.6 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/07/14 0601 Tyrece Lewis Partly cloudy 84/84 10 0 0 Pier @ P/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Reports No. 94141126.0174 & 94141126.0177, dated 08/07/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/14/14 7 33,190 2 2,640 1 2 4.00 12.57 09/04/14 28 47,360 5 3,770 1 3 4.00 12.57 09/04/14 28 50,420 5 4,010 1 4 4.00 12.57 09/04/14 28 46,520 4 3,700 Average (28 days) 3,830 1 5 4.00 12.57 10/02/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0178 08/07/14 10/02/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0528 1237 Plant: Ticket No.: 136 25912895 Field Test Data Test Air Content (%): Result Specification 6 5-7 1.0 0-3 97 95 151.6 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/07/14 0601 Tyrece Lewis Partly cloudy 84/84 10 0 0 Pier @ P/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Reports No. 94141126.0174 & 94141126.0177, dated 08/07/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/14/14 7 33,190 2 2,640 1 2 4.00 12.57 09/04/14 28 47,360 5 3,770 1 3 4.00 12.57 09/04/14 28 50,420 5 4,010 1 4 4.00 12.57 09/04/14 28 46,520 4 3,700 Average (28 days) 3,830 1 5 4.00 12.57 10/02/14 56 50,860 3 4,050 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 FIELD DENSITY TEST REPORT Report Number:94141126.0180 Service Date:08/07/14 8901 Carpenter Frwy., Suite 100 Report Date:08/13/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Field density tests. Terracon Rep.: Armando Rendon Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 dgr On this date, Terracon's representative arrived at the above referenced job site as scheduled for in-place density tests. After arriving at the job site, Terracon's representative was notified that in-place density tests were cancelled due to contractor was not ready. FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0181 08/08/14 08/14/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX Project Number:94141126 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method 92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace sand ASTM D698 95-2/+2286.830.294141126.0036 Lime treated dark and light brown clay ASTM D698 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) Building A, Interior Plumbing 2118 60' N & 20' E of SW corner of pad 2' BFG 1 6 118.7 27.0 29.4 91.7 95 2119 60' N & 20' E of SW corner of pad 1.2' BFG 1 6 118.7 26.8 29.2 91.9 96 2120 60' N & 20' E of SW corner of pad 0.4' BFG 1 6 118.0 26.5 29.0 91.5 95 2121 60' N & 20' E of SW corner of pad Final 2 6 110.9 26.6 31.6 84.3 97 2122 5' N & 50' E of SW corner of pad 2' BFG 1 6 118.9 27.1 29.5 91.8 95 2123 5' N & 50' E of SW corner of pad 1.2' BFG 1 6 118.3 26.7 29.1 91.6 95 2124 5' N & 50' E of SW corner of pad 0.4' BFG 1 6 118.8 26.9 29.3 91.9 96 2125 5' N & 50' E of SW corner of pad Final 2 6 111.6 26.9 31.8 84.7 98 Comments: Datum:BFG = Below final grade Serial No: Test and/or retest results on this report meet project requirements as noted above. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0181 08/08/14 08/14/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX Project Number:94141126 Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: Contractor Structure Tone Southwest James D. Baze Project Manager Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Reviewed By: Terracon Rep.: Armando Rendon ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0186 08/08/14 08/19/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0945 1182 Plant: Ticket No.: 236 25913307 Field Test Data Test Air Content (%): Result Specification 5 1/2 5-7 1.9 0-3 81 82 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/08/14 1005 Tyrece Lewis Cloudy 10/10 10 10 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observation Report #94141126.0182, dated 08/08/14, for pier information Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/15/14 7 45,060 2 3,590 1 2 4.00 12.57 09/05/14 28 1 3 4.00 12.57 09/05/14 28 1 4 4.00 12.57 09/05/14 28 1 5 4.00 12.57 10/03/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0186 08/08/14 09/08/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0945 1182 Plant: Ticket No.: 236 25913307 Field Test Data Test Air Content (%): Result Specification 5 1/2 5-7 1.9 0-3 81 82 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/08/14 1005 Tyrece Lewis Cloudy 10/10 10 10 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observation Report #94141126.0182, dated 08/08/14, for pier information Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/15/14 7 45,060 2 3,590 1 2 4.00 12.57 09/05/14 28 56,840 4 4,520 1 3 4.00 12.57 09/05/14 28 59,910 4 4,770 1 4 4.00 12.57 09/05/14 28 58,050 5 4,620 Average (28 days) 4,640 1 5 4.00 12.57 10/03/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0186 08/08/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0945 1182 Plant: Ticket No.: 236 25913307 Field Test Data Test Air Content (%): Result Specification 5 1/2 5-7 1.9 0-3 81 82 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/08/14 1005 Tyrece Lewis Cloudy 10/10 10 10 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observation Report #94141126.0182, dated 08/08/14, for pier information Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/15/14 7 45,060 2 3,590 1 2 4.00 12.57 09/05/14 28 56,840 4 4,520 1 3 4.00 12.57 09/05/14 28 59,910 4 4,770 1 4 4.00 12.57 09/05/14 28 58,050 5 4,620 Average (28 days) 4,640 1 5 4.00 12.57 10/03/14 56 61,010 2 4,860 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0189 Service Date:08/11/14 8901 Carpenter Frwy., Suite 100 Report Date:08/15/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Structural Sheets/Details: S2.1/Foundation Plan Bldg. B, dated 12/24/13 Locations/Items Observed:Building B, Slab-on-Grade @ A.2-G.8/2-3.8 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0325 1290 Plant: Ticket No.: P259 25913993 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 91 82 149.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0405 Daniel Duran Clear 30/550 10 10 0 H.6/3.7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 60,580 2 4,820 1 2 4.00 12.57 09/08/14 28 1 3 4.00 12.57 09/08/14 28 1 4 4.00 12.57 09/08/14 28 1 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0409 1256 Plant: Ticket No.: P259 25914035 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.3 0-3 90 82 149.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0456 Daniel Duran Clear 110/550 10 0 0 F.9/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/18/14 7 65,090 3 5,180 2 2 4.00 12.57 09/08/14 28 2 3 4.00 12.57 09/08/14 28 2 4 4.00 12.57 09/08/14 28 2 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0538 1287 Plant: Ticket No.: P259 25914107 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.1 0-3 91 81 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0623 Daniel Duran Clear 270/550 10 10 0 E.1/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/18/14 7 62,110 4 4,940 3 2 4.00 12.57 09/08/14 28 3 3 4.00 12.57 09/08/14 28 3 4 4.00 12.57 09/08/14 28 3 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0643 1380 Plant: Ticket No.: P259 25914198 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.3 0-3 90 80 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0730 Daniel Duran Clear 390/550 10 5 0 C.5/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/18/14 7 65,960 2 5,250 4 2 4.00 12.57 09/08/14 28 4 3 4.00 12.57 09/08/14 28 4 4 4.00 12.57 09/08/14 28 4 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0721 1287 Plant: Ticket No.: P259 25914263 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.4 0-3 92 82 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0810 Daniel Duran Clear 450/550 10 0 0 B.2/3.8Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/18/14 7 59,220 4 4,710 5 2 4.00 12.57 09/08/14 28 5 3 4.00 12.57 09/08/14 28 5 4 4.00 12.57 09/08/14 28 5 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0815 1211 Plant: Ticket No.: P259 25914316 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 91 82 149.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0845 Daniel Duran Clear 530/550 10 0 0 A.3/2.2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 08/18/14 7 63,850 3 5,080 6 2 4.00 12.57 09/08/14 28 6 3 4.00 12.57 09/08/14 28 6 4 4.00 12.57 09/08/14 28 6 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0325 1290 Plant: Ticket No.: P259 25913993 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 91 82 149.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0405 Daniel Duran Clear 30/550 10 10 0 H.6/3.7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 60,580 2 4,820 1 2 4.00 12.57 09/08/14 28 67,820 2 5,400 1 3 4.00 12.57 09/08/14 28 69,360 3 5,520 1 4 4.00 12.57 09/08/14 28 75,960 2 6,050 Average (28 days) 5,660 1 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0409 1256 Plant: Ticket No.: P259 25914035 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.3 0-3 90 82 149.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0456 Daniel Duran Clear 110/550 10 0 0 F.9/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/18/14 7 65,090 3 5,180 2 2 4.00 12.57 09/08/14 28 66,700 3 5,310 2 3 4.00 12.57 09/08/14 28 71,320 3 5,680 2 4 4.00 12.57 09/08/14 28 69,080 4 5,500 Average (28 days) 5,500 2 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0538 1287 Plant: Ticket No.: P259 25914107 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.1 0-3 91 81 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0623 Daniel Duran Clear 270/550 10 10 0 E.1/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/18/14 7 62,110 4 4,940 3 2 4.00 12.57 09/08/14 28 81,520 3 6,490 3 3 4.00 12.57 09/08/14 28 73,830 2 5,880 3 4 4.00 12.57 09/08/14 28 75,680 2 6,020 Average (28 days) 6,130 3 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0643 1380 Plant: Ticket No.: P259 25914198 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.3 0-3 90 80 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0730 Daniel Duran Clear 390/550 10 5 0 C.5/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/18/14 7 65,960 2 5,250 4 2 4.00 12.57 09/08/14 28 77,640 2 6,180 4 3 4.00 12.57 09/08/14 28 73,820 3 5,870 4 4 4.00 12.57 09/08/14 28 81,040 2 6,450 Average (28 days) 6,170 4 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0721 1287 Plant: Ticket No.: P259 25914263 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.4 0-3 92 82 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0810 Daniel Duran Clear 450/550 10 0 0 B.2/3.8Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/18/14 7 59,220 4 4,710 5 2 4.00 12.57 09/08/14 28 76,750 3 6,110 5 3 4.00 12.57 09/08/14 28 73,690 3 5,860 5 4 4.00 12.57 09/08/14 28 69,750 4 5,550 Average (28 days) 5,840 5 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0815 1211 Plant: Ticket No.: P259 25914316 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 91 82 149.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0845 Daniel Duran Clear 530/550 10 0 0 A.3/2.2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 08/18/14 7 63,850 3 5,080 6 2 4.00 12.57 09/08/14 28 70,690 3 5,630 6 3 4.00 12.57 09/08/14 28 67,130 5 5,340 6 4 4.00 12.57 09/08/14 28 76,320 2 6,070 Average (28 days) 5,680 6 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0325 1290 Plant: Ticket No.: P259 25913993 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 91 82 149.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0405 Daniel Duran Clear 30/550 10 10 0 H.6/3.7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 60,580 2 4,820 1 2 4.00 12.57 09/08/14 28 67,820 2 5,400 1 3 4.00 12.57 09/08/14 28 69,360 3 5,520 1 4 4.00 12.57 09/08/14 28 75,960 2 6,050 Average (28 days) 5,660 1 5 4.00 12.57 10/06/14 56 80,020 2 6,370 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0409 1256 Plant: Ticket No.: P259 25914035 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.3 0-3 90 82 149.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0456 Daniel Duran Clear 110/550 10 0 0 F.9/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/18/14 7 65,090 3 5,180 2 2 4.00 12.57 09/08/14 28 66,700 3 5,310 2 3 4.00 12.57 09/08/14 28 71,320 3 5,680 2 4 4.00 12.57 09/08/14 28 69,080 4 5,500 Average (28 days) 5,500 2 5 4.00 12.57 10/06/14 56 82,270 3 6,550 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0538 1287 Plant: Ticket No.: P259 25914107 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.1 0-3 91 81 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0623 Daniel Duran Clear 270/550 10 10 0 E.1/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/18/14 7 62,110 4 4,940 3 2 4.00 12.57 09/08/14 28 81,520 3 6,490 3 3 4.00 12.57 09/08/14 28 73,830 2 5,880 3 4 4.00 12.57 09/08/14 28 75,680 2 6,020 Average (28 days) 6,130 3 5 4.00 12.57 10/06/14 56 84,840 4 6,750 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0643 1380 Plant: Ticket No.: P259 25914198 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.3 0-3 90 80 150.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0730 Daniel Duran Clear 390/550 10 5 0 C.5/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/18/14 7 65,960 1 5,250 4 2 4.00 12.57 09/08/14 28 77,640 2 6,180 4 3 4.00 12.57 09/08/14 28 73,820 3 5,870 4 4 4.00 12.57 09/08/14 28 81,040 2 6,450 Average (28 days) 6,170 4 5 4.00 12.57 10/06/14 56 82,580 1 6,570 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0721 1287 Plant: Ticket No.: P259 25914263 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.4 0-3 92 82 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0810 Daniel Duran Clear 450/550 10 0 0 B.2/3.8Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/18/14 7 59,220 4 4,710 5 2 4.00 12.57 09/08/14 28 76,750 3 6,110 5 3 4.00 12.57 09/08/14 28 73,690 3 5,860 5 4 4.00 12.57 09/08/14 28 69,750 4 5,550 Average (28 days) 5,840 5 5 4.00 12.57 10/06/14 56 79,130 4 6,300 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0190 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0815 1211 Plant: Ticket No.: P259 25914316 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 91 82 149.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 0845 Daniel Duran Clear 530/550 10 0 0 A.3/2.2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Slab-on-Grade @ A.2-G.8/2-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 08/18/14 7 63,850 3 5,080 6 2 4.00 12.57 09/08/14 28 70,690 3 5,630 6 3 4.00 12.57 09/08/14 28 67,130 5 5,340 6 4 4.00 12.57 09/08/14 28 76,320 2 6,070 Average (28 days) 5,680 6 5 4.00 12.57 10/06/14 56 86,420 1 6,880 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0191 08/11/14 08/15/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX Project Number:94141126 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method 92-98>/= +4196.223.094141126.0002 Brown, tan and gray clay with trace sand ASTM D698 95-2/+2286.830.294141126.0036 Lime treated dark and light brown clay ASTM D698 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) Bldg. A, Interior Plumbing 2126 30' S & 20' E of NW corner of pad 1.2' BFG 1 6 117.7 26.4 28.9 91.3 95 2127 30' S & 20' E of NW corner of pad 0.4' BFG 1 6 117.6 26.6 29.2 91.0 95 2128 30' S & 20' E of NW corner of pad Final 2 6 110.5 26.0 30.8 84.5 97 Comments: Datum: BFG - Below final grade Serial No: Test and/or retest results on this report meet project requirements as noted above. Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: Contractor Structure Tone Southwest James D. Baze Project Manager Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Reviewed By: Terracon Rep.: Armando Rendon ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 1 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0193 08/11/14 08/20/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1113 1190 Plant: Ticket No.: 136 25914546 Field Test Data Test Air Content (%): Result Specification 5 5-7 1.3 0-3 90 91 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 1211 Tyrece Lewis Cloudy 10/10 10 10 0 Piers @ I.9/1 & J.5/1Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D, Drilled Piers, see Foundation Observations Report No. 94141126.0194, dated 08/11/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 42,090 2 3,350 1 2 4.00 12.57 09/08/14 28 1 3 4.00 12.57 09/08/14 28 1 4 4.00 12.57 09/08/14 28 1 5 4.00 12.57 10/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0193 08/11/14 09/09/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1113 1190 Plant: Ticket No.: 136 25914546 Field Test Data Test Air Content (%): Result Specification 5 5-7 1.3 0-3 90 91 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 1211 Tyrece Lewis Cloudy 10/10 10 10 0 Piers @ I.9/1 & J.5/1Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D, Drilled Piers, see Foundation Observations Report No. 94141126.0194, dated 08/11/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 42,090 2 3,350 1 2 4.00 12.57 09/08/14 28 69,310 4 5,520 1 3 4.00 12.57 09/08/14 28 61,480 4 4,890 1 4 4.00 12.57 09/08/14 28 64,280 3 5,120 Average (28 days) 5,180 1 5 4.00 12.57 10/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0193 08/11/14 10/07/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 1113 1190 Plant: Ticket No.: 136 25914546 Field Test Data Test Air Content (%): Result Specification 5 5-7 1.3 0-3 90 91 150.0 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/11/14 1211 Tyrece Lewis Cloudy 10/10 10 10 0 Piers @ I.9/1 & J.5/1Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg D, Drilled Piers, see Foundation Observations Report No. 94141126.0194, dated 08/11/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/18/14 7 42,090 2 3,350 1 2 4.00 12.57 09/08/14 28 69,310 4 5,520 1 3 4.00 12.57 09/08/14 28 61,480 4 4,890 1 4 4.00 12.57 09/08/14 28 64,280 3 5,120 Average (28 days) 5,180 1 5 4.00 12.57 10/06/14 56 71,120 2 5,660 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0195 Service Date:08/12/14 8901 Carpenter Frwy., Suite 100 Report Date:08/18/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Drilled belled (underreamed) pier observation. Terracon Rep.: Jonathan Baze Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 sbv On this date, Terracon's representative arrived at the above referenced job site as scheduled for drilled belled pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing Building A Report No.: 94141126.0195 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/12/14 Project No.: 94141126 Technician: J. Baze Driller: Auger Page: 1 of 1 Pier Identification A.1/4.1 A.1/4.2 A.1/4.3 A.1/4.4 Pier Diameter (in.)24 24 24 24 Bell Diameter (in.)54 54 54 54 Top of Pier Elevation (ft)N/A N/A N/A N/A Req. Depth from Exist. Grade (ft)13.5 13.5 13.5 13.5 Initial Depth of Pier from Existing Grade (ft)13.5 13.6 13.6 13.9 Final Depth of Pier from Existing Grade (ft)13.8 13.7 13.8 14.0 Depth from Top of Concrete (ft)13.8 13.7 13.8 14.0 Condition of Bottom (wet or dry)Dry Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A Cased Depth (ft)N/A N/A N/A N/A Number of Vertical Bars (ea.)6 6 6 6 Reinforcing Bar Size (#)6 6 6 6 Length of Vertical Bars (ft.)16.8 16.7 16.8 17.0 Time Drilling was Completed 0845 0900 0930 1000 Time Concrete was Placed 0940 0950 1040 1100 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 REPORT OF DRILLED BELLED PIERS Project: Park West Crossing Building D Report No.: 94141126.0195 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 08/12/14 Project No.: 94141126 Technician: J. Baze Driller: Auger Page: 1 of 1 Pier Identification A.1/0.5 O.5/5.1 P.1/5.5 P.1/4.5 Pier Diameter (in.)24 30 30 30 Bell Diameter (in.)54 84 84 84 Top of Pier Elevation (ft)N/A N/A N/A N/A Req. Depth from Exist. Grade (ft)12.5 14.8 16.8 16.8 Initial Depth of Pier from Existing Grade (ft)14.0 15.4 17.0 17.2 Final Depth of Pier from Existing Grade (ft)17.0 15.5 17.4 19.5 Depth from Top of Concrete (ft)17.0 14.5 16.4 18.5 Condition of Bottom (wet or dry)Dry Dry Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A Cased Depth (ft)N/A N/A N/A N/A Number of Vertical Bars (ea.)6 6 6 6 Reinforcing Bar Size (#)6 7 7 7 Length of Vertical Bars (ft.)20.0 17.5 19.3 20.5 Time Drilling was Completed 0830 1015 1545 1130 Time Concrete was Placed 0930 1350 1745 1410 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0199 08/12/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0848 1425 Plant: Ticket No.: P136 25915295 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 1.9 0-3 87 84 151.2 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/12/14 0945 Tyrece Lewis Sunny 10/10 10 0 0 Piers @ .9A/4.1 & .9A/4.2Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Report Nos. 94141126.0195 & .0198, dated 08/12/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 7 32,020 5 2,550 1 2 4.00 12.57 09/09/14 28 1 3 4.00 12.57 09/09/14 28 1 4 4.00 12.57 09/09/14 28 1 5 4.00 12.57 10/07/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0199 08/12/14 09/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0848 1425 Plant: Ticket No.: P136 25915295 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 1.9 0-3 87 84 151.2 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/12/14 0945 Tyrece Lewis Sunny 10/10 10 0 0 Piers @ .9A/4.1 & .9A/4.2Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Report Nos. 94141126.0195 & .0198, dated 08/12/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 7 32,020 5 2,550 1 2 4.00 12.57 09/09/14 28 59,000 4 4,700 1 3 4.00 12.57 09/09/14 28 58,790 3 4,680 1 4 4.00 12.57 09/09/14 28 55,860 5 4,450 Average (28 days) 4,610 1 5 4.00 12.57 10/07/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0199 08/12/14 10/08/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 80J11521 Redi-Mix Material Information 0848 1425 Plant: Ticket No.: P136 25915295 Field Test Data Test Air Content (%): Result Specification 6 1/2 5-7 1.9 0-3 87 84 151.2 3,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/12/14 0945 Tyrece Lewis Sunny 10/10 10 0 0 Piers @ .9A/4.1 & .9A/4.2Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Drilled Piers, see Foundation Observations Report Nos. 94141126.0195 & .0198, dated 08/12/14, for pier locations Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 7 32,020 5 2,550 1 2 4.00 12.57 09/09/14 28 59,000 4 4,700 1 3 4.00 12.57 09/09/14 28 58,790 3 4,680 1 4 4.00 12.57 09/09/14 28 55,860 5 4,450 Average (28 days) 4,610 1 5 4.00 12.57 10/07/14 56 58,340 4 4,640 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Tyrece Lewis The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0201 Service Date:08/13/14 8901 Carpenter Frwy., Suite 100 Report Date:08/19/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Structural Sheets/Details: S2.1/Building A, Foundation Plan, dated 10/24/13 Locations/Items Observed:Building A, Slab-on-Grade @ A.2 – F.8/2.0 – 3.8 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0345 1192 Plant: Ticket No.: P136 & P236 25915941 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 88 73 151.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0415 Daniel Duran Clear 30/480 10 0 0 F.8/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/20/14 7 69,150 4 5,500 1 2 4.00 12.57 09/10/14 28 1 3 4.00 12.57 09/10/14 28 1 4 4.00 12.57 09/10/14 28 1 5 4.00 12.57 10/08/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0442 1269 Plant: Ticket No.: P136 & P236 25915994 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.9 0-3 87 73 151.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0520 Daniel Duran Clear 120/480 10 0 0 E.2/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/20/14 7 69,040 2 5,490 2 2 4.00 12.57 09/10/14 28 2 3 4.00 12.57 09/10/14 28 2 4 4.00 12.57 09/10/14 28 2 5 4.00 12.57 10/08/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0558 1183 Plant: Ticket No.: P136 & P236 25916099 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.3 0-3 86 71 152.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0638 Daniel Duran Clear 230/480 10 0 0 C.9/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/20/14 7 56,400 3 4,490 3 2 4.00 12.57 09/10/14 28 3 3 4.00 12.57 09/10/14 28 3 4 4.00 12.57 09/10/14 28 3 5 4.00 12.57 10/08/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0811 1427 Plant: Ticket No.: P136 & P236 25916297 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.5 0-3 87 72 152.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0920 Daniel Duran Clear 370/480 10 0 0 B.1/3.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/20/14 7 59,660 2 4,750 4 2 4.00 12.57 09/10/14 28 4 3 4.00 12.57 09/10/14 28 4 4 4.00 12.57 09/10/14 28 4 5 4.00 12.57 10/08/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0855 1184 Plant: Ticket No.: P136 & P236 25916373 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.1 0-3 88 75 151.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0950 Daniel Duran Clear 450/480 10 10 0 A.2/2.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/20/14 7 44,630 2 3,550 5 2 4.00 12.57 09/10/14 28 5 3 4.00 12.57 09/10/14 28 5 4 4.00 12.57 09/10/14 28 5 5 4.00 12.57 10/08/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0345 1192 Plant: Ticket No.: P136 & P236 25915941 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 88 73 151.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0415 Daniel Duran Clear 30/480 10 0 0 F.8/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/20/14 7 69,150 4 5,500 1 2 4.00 12.57 09/10/14 28 93,170 3 7,410 1 3 4.00 12.57 09/10/14 28 84,190 1 6,700 1 4 4.00 12.57 09/10/14 28 85,890 4 6,840 Average (28 days) 6,980 1 5 4.00 12.57 10/08/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0442 1269 Plant: Ticket No.: P136 & P236 25915994 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.9 0-3 87 73 151.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0520 Daniel Duran Clear 120/480 10 0 0 E.2/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/20/14 7 69,040 2 5,490 2 2 4.00 12.57 09/10/14 28 84,240 4 6,700 2 3 4.00 12.57 09/10/14 28 90,060 4 7,170 2 4 4.00 12.57 09/10/14 28 89,450 4 7,120 Average (28 days) 7,000 2 5 4.00 12.57 10/08/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0558 1183 Plant: Ticket No.: P136 & P236 25916099 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.3 0-3 86 71 152.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0638 Daniel Duran Clear 230/480 10 0 0 C.9/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/20/14 7 56,400 3 4,490 3 2 4.00 12.57 09/10/14 28 76,050 1 6,050 3 3 4.00 12.57 09/10/14 28 79,930 3 6,360 3 4 4.00 12.57 09/10/14 28 78,280 4 6,230 Average (28 days) 6,210 3 5 4.00 12.57 10/08/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0811 1427 Plant: Ticket No.: P136 & P236 25916297 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.5 0-3 87 72 152.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0920 Daniel Duran Clear 370/480 10 0 0 B.1/3.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/20/14 7 59,660 2 4,750 4 2 4.00 12.57 09/10/14 28 83,840 4 6,670 4 3 4.00 12.57 09/10/14 28 75,610 4 6,020 4 4 4.00 12.57 09/10/14 28 80,730 3 6,420 Average (28 days) 6,370 4 5 4.00 12.57 10/08/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0855 1184 Plant: Ticket No.: P136 & P236 25916373 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.1 0-3 88 75 151.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0950 Daniel Duran Clear 450/480 10 10 0 A.2/2.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/20/14 7 44,630 2 3,550 5 2 4.00 12.57 09/10/14 28 60,940 5 4,850 5 3 4.00 12.57 09/10/14 28 61,800 5 4,920 5 4 4.00 12.57 09/10/14 28 59,890 4 4,770 Average (28 days) 4,850 5 5 4.00 12.57 10/08/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0345 1192 Plant: Ticket No.: P136 & P236 25915941 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.6 0-3 88 73 151.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0415 Daniel Duran Clear 30/480 10 0 0 F.8/3.1Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/20/14 7 69,150 4 5,500 1 2 4.00 12.57 09/10/14 28 93,170 3 7,410 1 3 4.00 12.57 09/10/14 28 84,190 1 6,700 1 4 4.00 12.57 09/10/14 28 85,890 4 6,840 Average (28 days) 6,980 1 5 4.00 12.57 10/08/14 56 88,400 2 7,040 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0442 1269 Plant: Ticket No.: P136 & P236 25915994 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.9 0-3 87 73 151.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0520 Daniel Duran Clear 120/480 10 0 0 E.2/2.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/20/14 7 69,040 2 5,490 2 2 4.00 12.57 09/10/14 28 84,240 4 6,700 2 3 4.00 12.57 09/10/14 28 90,060 4 7,170 2 4 4.00 12.57 09/10/14 28 89,450 4 7,120 Average (28 days) 7,000 2 5 4.00 12.57 10/08/14 56 92,060 3 7,330 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0558 1183 Plant: Ticket No.: P136 & P236 25916099 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.3 0-3 86 71 152.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0638 Daniel Duran Clear 230/480 10 0 0 C.9/3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/20/14 7 56,400 3 4,490 3 2 4.00 12.57 09/10/14 28 76,050 1 6,050 3 3 4.00 12.57 09/10/14 28 79,930 3 6,360 3 4 4.00 12.57 09/10/14 28 78,280 4 6,230 Average (28 days) 6,210 3 5 4.00 12.57 10/08/14 56 80,960 2 6,440 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0811 1427 Plant: Ticket No.: P136 & P236 25916297 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.5 0-3 87 72 152.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0920 Daniel Duran Clear 370/480 10 0 0 B.1/3.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/20/14 7 59,660 2 4,750 4 2 4.00 12.57 09/10/14 28 83,840 4 6,670 4 3 4.00 12.57 09/10/14 28 75,610 4 6,020 4 4 4.00 12.57 09/10/14 28 80,730 3 6,420 Average (28 days) 6,370 4 5 4.00 12.57 10/08/14 56 83,370 4 6,630 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0202 08/13/14 10/09/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0855 1184 Plant: Ticket No.: P136 & P236 25916373 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.1 0-3 88 75 151.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/13/14 0950 Daniel Duran Clear 450/480 10 10 0 A.2/2.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/2.0-3.8 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/20/14 7 44,630 2 3,550 5 2 4.00 12.57 09/10/14 28 60,940 5 4,850 5 3 4.00 12.57 09/10/14 28 61,800 5 4,920 5 4 4.00 12.57 09/10/14 28 59,890 4 4,770 Average (28 days) 4,850 5 5 4.00 12.57 10/08/14 56 62,360 5 4,960 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0209 Service Date:08/14/14 8901 Carpenter Frwy., Suite 100 Report Date:08/20/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Structural Sheets/Details: S2.1/Buildings A & B, Foundation Plan, dated 10/24/13 Locations/Items Observed:Building A, Slab-on-Grade @ A.2 – F.8/1.2 – 2.0; & Building B, Slab-on-Grade @ A.2 – G.8/ 1.2 – 2.0 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0501 1185 Plant: Ticket No.: P136 25916958 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.6 0-3 90 74 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0535 Daniel Duran Clear 90/399 10 0 0 Building B, Slab @ B.2/1.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/21/14 7 66,780 3 5,310 1 2 4.00 12.57 09/11/14 28 1 3 4.00 12.57 09/11/14 28 1 4 4.00 12.57 09/11/14 28 1 5 4.00 12.57 10/09/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0534 1236 Plant: Ticket No.: P136 25917003 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.4 0-3 91 73 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0620 Daniel Duran Clear 150/399 10 0 0 Building B, Slab @ D.5/1.5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/21/14 7 68,500 2 5,450 2 2 4.00 12.57 09/11/14 28 2 3 4.00 12.57 09/11/14 28 2 4 4.00 12.57 09/11/14 28 2 5 4.00 12.57 10/09/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0622 1396 Plant: Ticket No.: P136 25917038 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 72 153.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0715 Daniel Duran Clear 220/399 10 0 0 Building B, Slab @ G.8/1.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/21/14 7 61,720 1 4,910 3 2 4.00 12.57 09/11/14 28 3 3 4.00 12.57 09/11/14 28 3 4 4.00 12.57 09/11/14 28 3 5 4.00 12.57 10/09/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 08/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0723 1431 Plant: Ticket No.: P136 25917118 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 74 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0837 Daniel Duran Clear 349/399 10 0 0 Building A, Slab @ C.8/1.6Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A-G/1-2 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/21/14 7 51,810 2 4,120 4 2 4.00 12.57 09/11/14 28 4 3 4.00 12.57 09/11/14 28 4 4 4.00 12.57 09/11/14 28 4 5 4.00 12.57 10/09/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0501 1185 Plant: Ticket No.: P136 25916958 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.6 0-3 90 74 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0535 Daniel Duran Clear 90/399 10 0 0 Building B, Slab @ B.2/1.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/21/14 7 66,780 3 5,310 1 2 4.00 12.57 09/11/14 28 83,920 4 6,680 1 3 4.00 12.57 09/11/14 28 85,820 4 6,830 1 4 4.00 12.57 09/11/14 28 89,340 1 7,110 Average (28 days) 6,870 1 5 4.00 12.57 10/09/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0534 1236 Plant: Ticket No.: P136 25917003 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.4 0-3 91 73 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0620 Daniel Duran Clear 150/399 10 0 0 Building B, Slab @ D.5/1.5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/21/14 7 68,500 2 5,450 2 2 4.00 12.57 09/11/14 28 86,610 4 6,890 2 3 4.00 12.57 09/11/14 28 86,550 4 6,890 2 4 4.00 12.57 09/11/14 28 90,270 2 7,180 Average (28 days) 6,990 2 5 4.00 12.57 10/09/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0622 1396 Plant: Ticket No.: P136 25917038 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 72 153.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0715 Daniel Duran Clear 220/399 10 0 0 Building B, Slab @ G.8/1.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/21/14 7 61,720 1 4,910 3 2 4.00 12.57 09/11/14 28 73,880 4 5,880 3 3 4.00 12.57 09/11/14 28 76,740 5 6,110 3 4 4.00 12.57 09/11/14 28 78,290 4 6,230 Average (28 days) 6,070 3 5 4.00 12.57 10/09/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 09/15/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0723 1431 Plant: Ticket No.: P136 25917118 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 74 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0837 Daniel Duran Clear 349/399 10 0 0 Building A, Slab @ C.8/1.6Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A-G/1-2 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/21/14 7 51,810 2 4,120 4 2 4.00 12.57 09/11/14 28 73,100 4 5,820 4 3 4.00 12.57 09/11/14 28 76,730 3 6,110 4 4 4.00 12.57 09/11/14 28 71,440 5 5,690 Average (28 days) 5,870 4 5 4.00 12.57 10/09/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 10/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0501 1185 Plant: Ticket No.: P136 25916958 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.6 0-3 90 74 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0535 Daniel Duran Clear 90/399 10 0 0 Building B, Slab @ B.2/1.3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/21/14 7 66,780 3 5,310 1 2 4.00 12.57 09/11/14 28 83,920 4 6,680 1 3 4.00 12.57 09/11/14 28 85,820 4 6,830 1 4 4.00 12.57 09/11/14 28 89,340 1 7,110 Average (28 days) 6,870 1 5 4.00 12.57 10/09/14 56 91,080 5 7,250 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 10/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0534 1236 Plant: Ticket No.: P136 25917003 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.4 0-3 91 73 152.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0620 Daniel Duran Clear 150/399 10 0 0 Building B, Slab @ D.5/1.5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/21/14 7 68,500 2 5,450 2 2 4.00 12.57 09/11/14 28 86,610 4 6,890 2 3 4.00 12.57 09/11/14 28 86,550 4 6,890 2 4 4.00 12.57 09/11/14 28 90,270 2 7,180 Average (28 days) 6,990 2 5 4.00 12.57 10/09/14 56 97,410 2 7,750 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 10/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0622 1396 Plant: Ticket No.: P136 25917038 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 72 153.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0715 Daniel Duran Clear 220/399 10 0 0 Building B, Slab @ G.8/1.9Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A.2-F.8/1.2-2.0; Building B, Slab-on-Grade @ A.2-G.8/1.2-2.0 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/21/14 7 61,720 1 4,910 3 2 4.00 12.57 09/11/14 28 73,880 4 5,880 3 3 4.00 12.57 09/11/14 28 76,740 5 6,110 3 4 4.00 12.57 09/11/14 28 78,290 4 6,230 Average (28 days) 6,070 3 5 4.00 12.57 10/09/14 56 81,070 4 6,450 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0210 08/14/14 10/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 0723 1431 Plant: Ticket No.: P136 25917118 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 74 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/14/14 0837 Daniel Duran Clear 349/399 10 0 0 Building A, Slab @ C.8/1.6Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Slab-on-Grade @ A-G/1-2 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/21/14 7 51,810 2 4,120 4 2 4.00 12.57 09/11/14 28 73,100 4 5,820 4 3 4.00 12.57 09/11/14 28 76,730 3 6,110 4 4 4.00 12.57 09/11/14 28 71,440 5 5,690 Average (28 days) 5,870 4 5 4.00 12.57 10/09/14 56 78,950 5 6,280 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0212 Service Date:08/14/14 8901 Carpenter Frwy., Suite 100 Report Date:08/18/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Phillip R. Green Reported To:James w/Structure tone Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:S3.1, S2.1, S2.2, & S1.3/Various details, dated 10/24/13 Locations/Items Observed:Building D, Panels #53 - #76 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place 1 Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: The following discrepancies were not corrected prior to concrete placement. 1.Number 3 Slab/Hook Dowels were not present at openings at time of inspection. No RFI available at this time. General contractor plans to install at a future date with chemical adhesive. Details 3 & 4 on S3.1. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0324 1192 Plant: Ticket No.: P259 25917815 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 91 79 149.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0410 Daniel Duran Clear 90/490 10 0 0 Panel #73Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 4 58,410 2 4,650 1 2 4.00 12.57 08/22/14 7 1 3 4.00 12.57 09/12/14 28 1 4 4.00 12.57 09/12/14 28 1 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0408 1287 Plant: Ticket No.: P259 25917849 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 90 79 150.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0502 Daniel Duran Clear 160/490 10 0 0 Panel #69Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/19/14 4 41,960 5 3,340 2 2 4.00 12.57 08/22/14 7 2 3 4.00 12.57 09/12/14 28 2 4 4.00 12.57 09/12/14 28 2 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1184 Plant: Ticket No.: P259 25917892 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.1 0-3 88 78 150.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0540 Daniel Duran Clear 220/490 10 0 0 Panel #65Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/19/14 4 39,850 5 3,170 3 2 4.00 12.57 08/22/14 7 3 3 4.00 12.57 09/12/14 28 3 4 4.00 12.57 09/12/14 28 3 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1377 Plant: Ticket No.: P259 25918053 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 85 76 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0743 Daniel Duran Clear 370490 10 10 0 Panel #60Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/19/14 4 40,160 2 3,200 4 2 4.00 12.57 08/22/14 7 4 3 4.00 12.57 09/12/14 28 4 4 4.00 12.57 09/12/14 28 4 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/21/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0750 1287 Plant: Ticket No.: P259 25918139 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 76 153.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0900 Daniel Duran Clear 430/490 10 0 0 Panel #55Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/19/14 4 41,840 2 3,330 5 2 4.00 12.57 08/22/14 7 5 3 4.00 12.57 09/12/14 28 5 4 4.00 12.57 09/12/14 28 5 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/25/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0324 1192 Plant: Ticket No.: P259 25917815 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 91 79 149.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0410 Daniel Duran Clear 90/490 10 0 0 Panel #73Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 4 58,410 2 4,650 1 2 4.00 12.57 08/22/14 7 63,600 3 5,060 1 3 4.00 12.57 09/12/14 28 1 4 4.00 12.57 09/12/14 28 1 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/25/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0408 1287 Plant: Ticket No.: P259 25917849 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 90 79 150.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0502 Daniel Duran Clear 160/490 10 0 0 Panel #69Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/19/14 4 41,960 5 3,340 2 2 4.00 12.57 08/22/14 7 49,180 2 3,910 2 3 4.00 12.57 09/12/14 28 2 4 4.00 12.57 09/12/14 28 2 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/25/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1184 Plant: Ticket No.: P259 25917892 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.1 0-3 88 78 150.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0540 Daniel Duran Clear 220/490 10 0 0 Panel #65Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/19/14 4 39,850 5 3,170 3 2 4.00 12.57 08/22/14 7 43,120 2 3,430 3 3 4.00 12.57 09/12/14 28 3 4 4.00 12.57 09/12/14 28 3 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/25/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1377 Plant: Ticket No.: P259 25918053 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 85 76 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0743 Daniel Duran Clear 370490 10 10 0 Panel #60Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/19/14 4 40,160 2 3,200 4 2 4.00 12.57 08/22/14 7 44,460 1 3,540 4 3 4.00 12.57 09/12/14 28 4 4 4.00 12.57 09/12/14 28 4 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 08/25/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0750 1287 Plant: Ticket No.: P259 25918139 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 76 153.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0900 Daniel Duran Clear 430/490 10 0 0 Panel #55Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/19/14 4 41,840 2 3,330 5 2 4.00 12.57 08/22/14 7 45,420 2 3,610 5 3 4.00 12.57 09/12/14 28 5 4 4.00 12.57 09/12/14 28 5 5 4.00 12.57 09/12/14 28 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 09/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0324 1192 Plant: Ticket No.: P259 25917815 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 91 79 149.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0410 Daniel Duran Clear 90/490 10 0 0 Panel #73Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/19/14 4 58,410 2 4,650 1 2 4.00 12.57 08/22/14 7 63,600 3 5,060 1 3 4.00 12.57 09/12/14 28 74,180 5 5,900 1 4 4.00 12.57 09/12/14 28 75,490 4 6,010 1 5 4.00 12.57 09/12/14 28 80,230 3 6,390 Average (28 days) 6,100 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 09/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0408 1287 Plant: Ticket No.: P259 25917849 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 90 79 150.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0502 Daniel Duran Clear 160/490 10 0 0 Panel #69Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/19/14 4 41,960 5 3,340 2 2 4.00 12.57 08/22/14 7 49,180 2 3,910 2 3 4.00 12.57 09/12/14 28 60,680 5 4,830 2 4 4.00 12.57 09/12/14 28 58,910 2 4,690 2 5 4.00 12.57 09/12/14 28 56,940 5 4,530 Average (28 days) 4,680 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 09/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1184 Plant: Ticket No.: P259 25917892 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.1 0-3 88 78 150.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0540 Daniel Duran Clear 220/490 10 0 0 Panel #65Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/19/14 4 39,850 5 3,170 3 2 4.00 12.57 08/22/14 7 43,120 2 3,430 3 3 4.00 12.57 09/12/14 28 54,480 3 4,340 3 4 4.00 12.57 09/12/14 28 56,860 2 4,530 3 5 4.00 12.57 09/12/14 28 54,360 3 4,330 Average (28 days) 4,400 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 09/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1377 Plant: Ticket No.: P259 25918053 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 85 76 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0743 Daniel Duran Clear 370490 10 10 0 Panel #60Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/19/14 4 40,160 2 3,200 4 2 4.00 12.57 08/22/14 7 44,460 1 3,540 4 3 4.00 12.57 09/12/14 28 52,460 4 4,180 4 4 4.00 12.57 09/12/14 28 55,810 4 4,440 4 5 4.00 12.57 09/12/14 28 59,590 2 4,740 Average (28 days) 4,450 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0213 08/15/14 09/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0750 1287 Plant: Ticket No.: P259 25918139 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.1 0-3 86 76 153.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/15/14 0900 Daniel Duran Clear 430/490 10 0 0 Panel #55Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #53-#76Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/19/14 4 41,840 2 3,330 5 2 4.00 12.57 08/22/14 7 45,420 2 3,610 5 3 4.00 12.57 09/12/14 28 57,580 2 4,580 5 4 4.00 12.57 09/12/14 28 56,940 5 4,530 5 5 4.00 12.57 09/12/14 28 56,870 5 4,530 Average (28 days) 4,550 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT Report Number: Service Date: Report Date: Task: Client Project Project Number: 94141126.0214 08/15/14 08/22/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX 94141126 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Sample Time: Batch Size (cy): 08/15/14 0410 Daniel Duran Clear 90 Samples Were: 10 Pump 0 0 Molded Panel #73 Panels #53-#76Placement Location: Specified Strength: Mix ID: Supplier: Batch Time: Truck No.: Material Information Plant: Ticket No.: Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Result Specification 135P25P1 Redi-Mix 0324 P259 1192 25917815 4 3-5 1.5 0-3 91 79 149.1 Laboratory Test Data Set Average Width Length Date Average Span Tested Date Test Age at Load Max Modulus Specimen No.ID (in) Depth (in)(in)Received (days)(lbs) of Rupture (psi) (Third-Point Loading) 1 1 5.93 6.14 18 08/16/14 08/18/14 3 528 1 2 6.05 6.23 18 08/16/14 08/20/14 5 570 1 3 6.01 6.11 18 08/16/14 08/22/14 7 580 Curing Method:Bearing Surface:Samples cured in humid-controlled environment Leather Shims Used Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0002, 11-16-12, Rev.6 Page 1 of 2 CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT Report Number: Service Date: Report Date: Task: Client Project Project Number: 94141126.0214 08/15/14 08/22/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX 94141126 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Sample Time: Batch Size (cy): 08/15/14 0900 Daniel Duran Clear 430 Samples Were: 10 Pump 0 0 Molded Panel #55 Panels #53-#76Placement Location: Specified Strength: Mix ID: Supplier: Batch Time: Truck No.: Material Information Plant: Ticket No.: Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Result Specification 135P25P1 Redi-Mix 0750 P259 1287 25918139 5 3-5 1.1 0-3 86 76 153.5 Laboratory Test Data Set Average Width Length Date Average Span Tested Date Test Age at Load Max Modulus Specimen No.ID (in) Depth (in)(in)Received (days)(lbs) of Rupture (psi) (Third-Point Loading) 2 1 5.90 6.10 18 08/16/14 08/18/14 3 520 2 2 6.05 6.14 18 08/16/14 08/20/14 5 560 2 3 6.06 6.23 18 08/16/14 08/22/14 7 610 Curing Method:Bearing Surface:Samples cured in humid-controlled environment Leather Shims Used Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest James D. Baze Project Manager Reviewed By: Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0002, 11-16-12, Rev.6 Page 2 of 2 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0218 Service Date:08/21/14 8901 Carpenter Frwy., Suite 100 Report Date:08/26/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Devin Delozier Reported To:James w/Structure tone Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 PROJECT DATA Drawings Utilized:Drawing PNLD 1, 2 & 3/All Details ; Dated 7-14-14 Locations/Items Observed:Building D, Panels 4-12, 14, 16-25, 27, 29-36 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type X Bar Size X Proper Bar Placement X Stirrup Spacing & Type N/A Bar Grade X Properly Tied X Welded Splices N/A Rebar Clean X Dowel Bars in Place X Mechanical Splices N/A Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/12/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0350 1182 Plant: Ticket No.: P259 25922456 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 80 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0431 Daniel Duran Clear 70/470 10 15 0 Panel #7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/24/14 3 46,910 5 3,730 1 2 4.00 12.57 08/26/14 5 50,730 5 4,040 1 3 4.00 12.57 08/28/14 7 51,250 2 4,080 1 4 4.00 12.57 09/18/14 28 1 5 4.00 12.57 09/18/14 28 1 6 4.00 12.57 09/18/14 28 1 7 4.00 12.57 10/16/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/12/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1190 Plant: Ticket No.: P259 25922483 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 89 80 147.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0511 Daniel Duran Clear 120/470 10 5 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/24/14 3 35,670 4 2,840 2 2 4.00 12.57 08/26/14 5 39,060 5 3,110 2 3 4.00 12.57 08/28/14 7 44,480 5 3,540 2 4 4.00 12.57 09/18/14 28 2 5 4.00 12.57 09/18/14 28 2 6 4.00 12.57 09/18/14 28 2 7 4.00 12.57 10/16/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/12/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0526 1187 Plant: Ticket No.: P259 25922560 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 90 81 147.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0610 Daniel Duran Clear 200/470 10 10 0 Panel #20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/24/14 3 39,200 5 3,120 3 2 4.00 12.57 08/26/14 5 39,520 5 3,150 3 3 4.00 12.57 08/28/14 7 41,450 2 3,300 3 4 4.00 12.57 09/18/14 28 3 5 4.00 12.57 09/18/14 28 3 6 4.00 12.57 09/18/14 28 3 7 4.00 12.57 10/16/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/12/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0746 1220 Plant: Ticket No.: P259 25922756 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 87 83 147.7 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0834 Daniel Duran Clear 350/470 10 0 0 Panel #27Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/24/14 3 36,490 5 2,900 4 2 4.00 12.57 08/26/14 5 37,930 4 3,020 4 3 4.00 12.57 08/28/14 7 40,270 2 3,210 4 4 4.00 12.57 09/18/14 28 4 5 4.00 12.57 09/18/14 28 4 6 4.00 12.57 09/18/14 28 4 7 4.00 12.57 10/16/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/12/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1003 1220 Plant: Ticket No.: P259 25922952 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.0 0-3 91 88 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 1039 Daniel Duran Clear 450/470 10 0 0 Panel #34Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/24/14 3 36,760 5 2,930 5 2 4.00 12.57 08/26/14 5 37,650 5 3,000 5 3 4.00 12.57 08/28/14 7 40,300 2 3,210 5 4 4.00 12.57 09/18/14 28 5 5 4.00 12.57 09/18/14 28 5 6 4.00 12.57 09/18/14 28 5 7 4.00 12.57 10/16/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0350 1182 Plant: Ticket No.: P259 25922456 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 80 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0431 Daniel Duran Clear 70/470 10 15 0 Panel #7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/24/14 3 46,910 5 3,730 1 2 4.00 12.57 08/26/14 5 50,730 5 4,040 1 3 4.00 12.57 08/28/14 7 51,250 2 4,080 1 4 4.00 12.57 09/18/14 28 68,720 2 5,470 1 5 4.00 12.57 09/18/14 28 66,920 1 5,330 1 6 4.00 12.57 09/18/14 28 64,300 2 5,120 Average (28 days) 5,310 1 7 4.00 12.57 10/16/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1190 Plant: Ticket No.: P259 25922483 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 89 80 147.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0511 Daniel Duran Clear 120/470 10 5 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/24/14 3 35,670 4 2,840 2 2 4.00 12.57 08/26/14 5 39,060 5 3,110 2 3 4.00 12.57 08/28/14 7 44,480 5 3,540 2 4 4.00 12.57 09/18/14 28 56,030 3 4,460 2 5 4.00 12.57 09/18/14 28 56,740 2 4,520 2 6 4.00 12.57 09/18/14 28 54,500 2 4,340 Average (28 days) 4,440 2 7 4.00 12.57 10/16/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0526 1187 Plant: Ticket No.: P259 25922560 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 90 81 147.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0610 Daniel Duran Clear 200/470 10 10 0 Panel #20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/24/14 3 39,200 5 3,120 3 2 4.00 12.57 08/26/14 5 39,520 5 3,150 3 3 4.00 12.57 08/28/14 7 41,450 2 3,300 3 4 4.00 12.57 09/18/14 28 59,850 3 4,760 3 5 4.00 12.57 09/18/14 28 58,500 3 4,660 3 6 4.00 12.57 09/18/14 28 52,670 3 4,190 Average (28 days) 4,540 3 7 4.00 12.57 10/16/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0746 1220 Plant: Ticket No.: P259 25922756 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 87 83 147.7 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0834 Daniel Duran Clear 350/470 10 0 0 Panel #27Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/24/14 3 36,490 5 2,900 4 2 4.00 12.57 08/26/14 5 37,930 4 3,020 4 3 4.00 12.57 08/28/14 7 40,270 2 3,210 4 4 4.00 12.57 09/18/14 28 54,210 1 4,310 4 5 4.00 12.57 09/18/14 28 51,740 4 4,120 4 6 4.00 12.57 09/18/14 28 54,480 2 4,340 Average (28 days) 4,260 4 7 4.00 12.57 10/16/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 09/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1003 1220 Plant: Ticket No.: P259 25922952 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.0 0-3 91 88 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 1039 Daniel Duran Clear 450/470 10 0 0 Panel #34Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/24/14 3 36,760 5 2,930 5 2 4.00 12.57 08/26/14 5 37,650 5 3,000 5 3 4.00 12.57 08/28/14 7 40,300 2 3,210 5 4 4.00 12.57 09/18/14 28 53,780 4 4,280 5 5 4.00 12.57 09/18/14 28 54,910 3 4,370 5 6 4.00 12.57 09/18/14 28 54,020 2 4,300 Average (28 days) 4,320 5 7 4.00 12.57 10/16/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 10/20/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0350 1182 Plant: Ticket No.: P259 25922456 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 80 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0431 Daniel Duran Clear 70/470 10 15 0 Panel #7Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/24/14 3 46,910 5 3,730 1 2 4.00 12.57 08/26/14 5 50,730 5 4,040 1 3 4.00 12.57 08/28/14 7 51,250 2 4,080 1 4 4.00 12.57 09/18/14 28 68,720 2 5,470 1 5 4.00 12.57 09/18/14 28 66,920 1 5,330 1 6 4.00 12.57 09/18/14 28 64,300 2 5,120 Average (28 days) 5,310 1 7 4.00 12.57 10/16/14 56 70,810 5 5,640 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 10/20/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1190 Plant: Ticket No.: P259 25922483 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 89 80 147.1 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0511 Daniel Duran Clear 120/470 10 5 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/24/14 3 35,670 5 2,840 2 2 4.00 12.57 08/26/14 5 39,060 5 3,110 2 3 4.00 12.57 08/28/14 7 44,480 5 3,540 2 4 4.00 12.57 09/18/14 28 56,030 3 4,460 2 5 4.00 12.57 09/18/14 28 56,740 2 4,520 2 6 4.00 12.57 09/18/14 28 54,500 2 4,340 Average (28 days) 4,440 2 7 4.00 12.57 10/16/14 56 59,970 2 4,770 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 10/20/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0526 1187 Plant: Ticket No.: P259 25922560 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 90 81 147.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0610 Daniel Duran Clear 200/470 10 10 0 Panel #20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/24/14 3 39,200 5 3,120 3 2 4.00 12.57 08/26/14 5 39,520 5 3,150 3 3 4.00 12.57 08/28/14 7 41,450 2 3,300 3 4 4.00 12.57 09/18/14 28 59,850 3 4,760 3 5 4.00 12.57 09/18/14 28 58,500 4 4,660 3 6 4.00 12.57 09/18/14 28 52,670 3 4,190 Average (28 days) 4,540 3 7 4.00 12.57 10/16/14 56 59,630 4 4,750 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 10/20/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0746 1220 Plant: Ticket No.: P259 25922756 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 87 83 147.7 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 0834 Daniel Duran Clear 350/470 10 0 0 Panel #27Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 08/24/14 3 36,490 5 2,900 4 2 4.00 12.57 08/26/14 5 37,930 4 3,020 4 3 4.00 12.57 08/28/14 7 40,270 2 3,210 4 4 4.00 12.57 09/18/14 28 54,210 1 4,310 4 5 4.00 12.57 09/18/14 28 51,740 4 4,120 4 6 4.00 12.57 09/18/14 28 54,480 2 4,340 Average (28 days) 4,260 4 7 4.00 12.57 10/16/14 56 57,360 5 4,570 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0219 08/22/14 10/20/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1003 1220 Plant: Ticket No.: P259 25922952 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.0 0-3 91 88 148.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/21/14 1039 Daniel Duran Clear 450/470 10 0 0 Panel #34Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panels #4- #12, #14, #16 - #25, #27, #29 - #36 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 08/24/14 3 36,760 5 2,930 5 2 4.00 12.57 08/26/14 5 37,650 5 3,000 5 3 4.00 12.57 08/28/14 7 40,300 2 3,210 5 4 4.00 12.57 09/18/14 28 53,780 4 4,280 5 5 4.00 12.57 09/18/14 28 54,910 3 4,370 5 6 4.00 12.57 09/18/14 28 54,020 2 4,300 Average (28 days) 4,320 5 7 4.00 12.57 10/16/14 56 56,800 3 4,520 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT Report Number: Service Date: Report Date: Task: Client Project Project Number: 94141126.0220 08/22/14 08/27/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX 94141126 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Sample Time: Batch Size (cy): 08/21/14 0431 Daniel Duran Clear 70/470 Samples Were: 10 Pump 15 0 Molded Panel #7 Building D, Panels #4 - #12, #14, #16 - #25, #27, & #29 - #36 Placement Location: Specified Strength: Mix ID: Supplier: Batch Time: Truck No.: Material Information Plant: Ticket No.: Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Result Specification 135P25P1 Redi-Mix 0350 P259 1182 25922456 5 3-5 1.4 0-3 90 80 148.0 Laboratory Test Data Set Average Width Length Date Average Span Tested Date Test Age at Load Max Modulus Specimen No.ID (in) Depth (in)(in)Received (days)(lbs) of Rupture (psi) (Third-Point Loading) 1 1 5.93 6.09 18 08/26/14 5 550 1 2 6.07 6.11 18 08/28/14 7 600 Curing Method:Bearing Surface:Samples cured in humid-controlled environment Leather Shims Used Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0002, 11-16-12, Rev.6 Page 1 of 2 CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT Report Number: Service Date: Report Date: Task: Client Project Project Number: 94141126.0220 08/22/14 08/27/14 8901 Carpenter Frwy., Suite 100 Dallas, TX 75247 214-630-1010 Reg No: F-3272 ML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 Park West Crossing 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd Coppell, TX 94141126 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Sample Time: Batch Size (cy): 08/21/14 1039 Daniel Duran Clear 450/470 Samples Were: 10 Pump 0 0 Molded Panel #34 Building D, Panels #4 - #12, #14, #16 - #25, #27, & #29 - #36 Placement Location: Specified Strength: Mix ID: Supplier: Batch Time: Truck No.: Material Information Plant: Ticket No.: Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Result Specification 135P25P1 Redi-Mix 1003 P259 1220 25922952 4 1/2 3-5 2.0 0-3 91 88 148.0 Laboratory Test Data Set Average Width Length Date Average Span Tested Date Test Age at Load Max Modulus Specimen No.ID (in) Depth (in)(in)Received (days)(lbs) of Rupture (psi) (Third-Point Loading) 2 1 5.98 6.07 18 08/26/14 5 485 2 2 6.00 6.04 18 08/28/14 7 570 Curing Method:Bearing Surface:Samples cured in humid-controlled environment Leather Shims Used Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest James D. Baze Project Manager Reviewed By: Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0002, 11-16-12, Rev.6 Page 2 of 2 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0222 Service Date:08/25/14 8901 Carpenter Frwy., Suite 100 Report Date:08/26/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Devin Delozier Reported To:James w/Structure tone Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 PROJECT DATA Drawings Utilized:Drawing PNLD 1 – 9/Various Details ; Dated 7-14-14 Locations/Items Observed:Panels 26, 28, 37 – 50, 94 – 101, 107 – 109 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type N/A Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices N/A Rebar Clean X Dowel Bars in Place X Mechanical Splices N/A Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0358 1192 Plant: Ticket No.: P259 25924502 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 91 81 149.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0446 Daniel Duran Clear 80/250 10 0 0 Panel 39Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/29/14 3 48,230 4 3,840 1 2 4.00 12.57 08/31/14 5 55,700 4 4,430 1 3 4.00 12.57 09/02/14 7 1 4 4.00 12.57 09/23/14 28 1 5 4.00 12.57 09/23/14 28 1 6 4.00 12.57 09/23/14 28 1 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1375 Plant: Ticket No.: P259 25924533 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.4 0-3 89 81 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0528 Daniel Duran Clear 130/250 10 0 0 Panel 95Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/29/14 3 47,560 5 3,790 2 2 4.00 12.57 08/31/14 5 54,200 3 4,310 2 3 4.00 12.57 09/02/14 7 2 4 4.00 12.57 09/23/14 28 2 5 4.00 12.57 09/23/14 28 2 6 4.00 12.57 09/23/14 28 2 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0611 1377 Plant: Ticket No.: P259 25924618 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 81 148.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0708 Daniel Duran 210/250 10 0 0 Panel 109ASample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/29/14 3 39,200 5 3,120 3 2 4.00 12.57 08/31/14 5 44,490 5 3,540 3 3 4.00 12.57 09/02/14 7 3 4 4.00 12.57 09/23/14 28 3 5 4.00 12.57 09/23/14 28 3 6 4.00 12.57 09/23/14 28 3 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/04/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0358 1192 Plant: Ticket No.: P259 25924502 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 91 81 149.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0446 Daniel Duran Clear 80/250 10 0 0 Panel 39Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/29/14 3 48,230 4 3,840 1 2 4.00 12.57 08/31/14 5 55,700 4 4,430 1 3 4.00 12.57 09/02/14 7 58,560 4 4,660 1 4 4.00 12.57 09/23/14 28 1 5 4.00 12.57 09/23/14 28 1 6 4.00 12.57 09/23/14 28 1 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/04/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1375 Plant: Ticket No.: P259 25924533 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.4 0-3 89 81 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0528 Daniel Duran Clear 130/250 10 0 0 Panel 95Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/29/14 3 47,560 5 3,790 2 2 4.00 12.57 08/31/14 5 54,200 3 4,310 2 3 4.00 12.57 09/02/14 7 57,930 2 4,610 2 4 4.00 12.57 09/23/14 28 2 5 4.00 12.57 09/23/14 28 2 6 4.00 12.57 09/23/14 28 2 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/04/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0611 1377 Plant: Ticket No.: P259 25924618 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 81 148.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0708 Daniel Duran 210/250 10 0 0 Panel 109ASample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/29/14 3 39,200 5 3,120 3 2 4.00 12.57 08/31/14 5 44,490 5 3,540 3 3 4.00 12.57 09/02/14 7 46,250 3 3,680 3 4 4.00 12.57 09/23/14 28 3 5 4.00 12.57 09/23/14 28 3 6 4.00 12.57 09/23/14 28 3 7 4.00 12.57 10/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/23/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0358 1192 Plant: Ticket No.: P259 25924502 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 91 81 149.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0446 Daniel Duran Clear 80/250 10 0 0 Panel 39Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/29/14 3 48,230 4 3,840 1 2 4.00 12.57 08/31/14 5 55,700 4 4,430 1 3 4.00 12.57 09/02/14 7 58,560 4 4,660 1 4 4.00 12.57 09/23/14 28 69,780 5 5,550 1 5 4.00 12.57 09/23/14 28 70,370 1 5,600 1 6 4.00 12.57 09/23/14 28 70,810 4 5,640 Average (28 days) 5,600 1 7 4.00 12.57 10/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/23/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1375 Plant: Ticket No.: P259 25924533 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.4 0-3 89 81 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0528 Daniel Duran Clear 130/250 10 0 0 Panel 95Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/29/14 3 47,560 5 3,790 2 2 4.00 12.57 08/31/14 5 54,200 3 4,310 2 3 4.00 12.57 09/02/14 7 57,930 2 4,610 2 4 4.00 12.57 09/23/14 28 73,950 4 5,890 2 5 4.00 12.57 09/23/14 28 70,750 2 5,630 2 6 4.00 12.57 09/23/14 28 56,560 4 4,500 Average (28 days) 5,340 2 7 4.00 12.57 10/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 09/23/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0611 1377 Plant: Ticket No.: P259 25924618 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 81 148.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0708 Daniel Duran 210/250 10 0 0 Panel 109ASample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/29/14 3 39,200 5 3,120 3 2 4.00 12.57 08/31/14 5 44,490 5 3,540 3 3 4.00 12.57 09/02/14 7 46,250 3 3,680 3 4 4.00 12.57 09/23/14 28 58,060 4 4,620 3 5 4.00 12.57 09/23/14 28 64,220 4 5,110 3 6 4.00 12.57 09/23/14 28 58,810 4 4,680 Average (28 days) 4,800 3 7 4.00 12.57 10/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 10/22/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0358 1192 Plant: Ticket No.: P259 25924502 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 91 81 149.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0446 Daniel Duran Clear 80/250 10 0 0 Panel 39Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/29/14 3 48,230 4 3,840 1 2 4.00 12.57 08/31/14 5 55,700 4 4,430 1 3 4.00 12.57 09/02/14 7 58,560 4 4,660 1 4 4.00 12.57 09/23/14 28 69,780 5 5,550 1 5 4.00 12.57 09/23/14 28 70,370 1 5,600 1 6 4.00 12.57 09/23/14 28 70,810 4 5,640 Average (28 days) 5,600 1 7 4.00 12.57 10/21/14 56 74,900 2 5,960 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 10/22/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0450 1375 Plant: Ticket No.: P259 25924533 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.4 0-3 89 81 149.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0528 Daniel Duran Clear 130/250 10 0 0 Panel 95Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/29/14 3 47,560 5 3,790 2 2 4.00 12.57 08/31/14 5 54,200 3 4,310 2 3 4.00 12.57 09/02/14 7 57,930 2 4,610 2 4 4.00 12.57 09/23/14 28 73,950 4 5,890 2 5 4.00 12.57 09/23/14 28 70,750 2 5,630 2 6 4.00 12.57 09/23/14 28 56,560 4 4,500 Average (28 days) 5,340 2 7 4.00 12.57 10/21/14 56 73,460 2 5,850 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0223 08/26/14 10/22/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0611 1377 Plant: Ticket No.: P259 25924618 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.4 0-3 90 81 148.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/26/14 0708 Daniel Duran 210/250 10 0 0 Panel 109ASample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D, Panels 26, 28, 37-49, 94-101, 107A-B, 108A-B, 109A-B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/29/14 3 39,200 5 3,120 3 2 4.00 12.57 08/31/14 5 44,490 5 3,540 3 3 4.00 12.57 09/02/14 7 46,250 3 3,680 3 4 4.00 12.57 09/23/14 28 58,060 4 4,620 3 5 4.00 12.57 09/23/14 28 64,220 4 5,110 3 6 4.00 12.57 09/23/14 28 58,810 4 4,680 Average (28 days) 4,800 3 7 4.00 12.57 10/21/14 56 64,690 2 5,150 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0224 Service Date:08/26/14 8901 Carpenter Frwy., Suite 100 Report Date:08/28/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:PNL D-1, PNL D-8, PNL D-5/Detail of each panel number, dated 07/14/14 Locations/Items Observed:Panels: 1, 3, 51, 52, 77-85, & 87 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0224 Service Date:08/26/14 8901 Carpenter Frwy., Suite 100 Report Date:08/28/14 Revision 1 - Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:PNL D-1, PNL D-8, PNL D-5/Detail of each panel number, dated 07/14/14 Locations/Items Observed:Building D, Panels: 1, 3, 51, 52, 77-85, & 87 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0414 1396 Plant: Ticket No.: 236 25925475 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 90 82 150.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0452 Daniel Duran Clear 70/250 10 0 0 Panel #79Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/30/14 3 37,700 4 3,000 1 2 4.00 12.57 09/01/14 5 37,810 5 3,010 1 3 4.00 12.57 09/03/14 7 1 4 4.00 12.57 09/24/14 28 1 5 4.00 12.57 09/24/14 28 1 6 4.00 12.57 09/24/14 28 1 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0458 1185 Plant: Ticket No.: 236 25925527 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 82 151.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0535 Daniel Duran Clear 150/250 10 0 0 Panel #84Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/30/14 3 40,050 5 3,190 2 2 4.00 12.57 09/01/14 5 44,620 5 3,550 2 3 4.00 12.57 09/03/14 7 2 4 4.00 12.57 09/24/14 28 2 5 4.00 12.57 09/24/14 28 2 6 4.00 12.57 09/24/14 28 2 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0535 1264 Plant: Ticket No.: 236 25925560 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.4 0-3 90 84 150.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0701 Daniel Duran Clear 210/250 10 0 0 Panel #3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/30/14 3 32,720 6 2,600 3 2 4.00 12.57 09/01/14 5 44,200 2 3,520 3 3 4.00 12.57 09/03/14 7 3 4 4.00 12.57 09/24/14 28 3 5 4.00 12.57 09/24/14 28 3 6 4.00 12.57 09/24/14 28 3 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/05/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0414 1396 Plant: Ticket No.: 236 25925475 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 90 82 150.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0452 Daniel Duran Clear 70/250 10 0 0 Panel #79Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/30/14 3 37,700 4 3,000 1 2 4.00 12.57 09/01/14 5 37,810 5 3,010 1 3 4.00 12.57 09/03/14 7 44,070 5 3,510 1 4 4.00 12.57 09/24/14 28 1 5 4.00 12.57 09/24/14 28 1 6 4.00 12.57 09/24/14 28 1 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/05/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0458 1185 Plant: Ticket No.: 236 25925527 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 82 151.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0535 Daniel Duran Clear 150/250 10 0 0 Panel #84Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/30/14 3 40,050 5 3,190 2 2 4.00 12.57 09/01/14 5 44,620 5 3,550 2 3 4.00 12.57 09/03/14 7 50,300 3 4,000 2 4 4.00 12.57 09/24/14 28 2 5 4.00 12.57 09/24/14 28 2 6 4.00 12.57 09/24/14 28 2 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/05/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0535 1264 Plant: Ticket No.: 236 25925560 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.4 0-3 90 84 150.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0701 Daniel Duran Clear 210/250 10 0 0 Panel #3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/30/14 3 32,720 6 2,600 3 2 4.00 12.57 09/01/14 5 44,200 2 3,520 3 3 4.00 12.57 09/03/14 7 45,890 4 3,650 3 4 4.00 12.57 09/24/14 28 3 5 4.00 12.57 09/24/14 28 3 6 4.00 12.57 09/24/14 28 3 7 4.00 12.57 10/22/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/25/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0414 1396 Plant: Ticket No.: 236 25925475 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 90 82 150.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0452 Daniel Duran Clear 70/250 10 0 0 Panel #79Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/30/14 3 37,700 4 3,000 1 2 4.00 12.57 09/01/14 5 37,810 5 3,010 1 3 4.00 12.57 09/03/14 7 44,070 5 3,510 1 4 4.00 12.57 09/24/14 28 57,730 4 4,590 1 5 4.00 12.57 09/24/14 28 58,050 5 4,620 1 6 4.00 12.57 09/24/14 28 60,230 5 4,790 Average (28 days) 4,670 1 7 4.00 12.57 10/22/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/25/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0458 1185 Plant: Ticket No.: 236 25925527 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 82 151.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0535 Daniel Duran Clear 150/250 10 0 0 Panel #84Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/30/14 3 40,050 5 3,190 2 2 4.00 12.57 09/01/14 5 44,620 5 3,550 2 3 4.00 12.57 09/03/14 7 50,300 3 4,000 2 4 4.00 12.57 09/24/14 28 59,360 4 4,720 2 5 4.00 12.57 09/24/14 28 57,230 5 4,550 2 6 4.00 12.57 09/24/14 28 60,150 5 4,790 Average (28 days) 4,690 2 7 4.00 12.57 10/22/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 09/25/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0535 1264 Plant: Ticket No.: 236 25925560 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.4 0-3 90 84 150.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0701 Daniel Duran Clear 210/250 10 0 0 Panel #3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/30/14 3 32,720 6 2,600 3 2 4.00 12.57 09/01/14 5 44,200 2 3,520 3 3 4.00 12.57 09/03/14 7 45,890 4 3,650 3 4 4.00 12.57 09/24/14 28 59,450 3 4,730 3 5 4.00 12.57 09/24/14 28 59,470 3 4,730 3 6 4.00 12.57 09/24/14 28 54,210 2 4,310 Average (28 days) 4,590 3 7 4.00 12.57 10/22/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 10/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0414 1396 Plant: Ticket No.: 236 25925475 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 90 82 150.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0452 Daniel Duran Clear 70/250 10 0 0 Panel #79Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 08/30/14 3 37,700 4 3,000 1 2 4.00 12.57 09/01/14 5 37,810 5 3,010 1 3 4.00 12.57 09/03/14 7 44,070 5 3,510 1 4 4.00 12.57 09/24/14 28 57,730 4 4,590 1 5 4.00 12.57 09/24/14 28 58,050 5 4,620 1 6 4.00 12.57 09/24/14 28 60,230 5 4,790 Average (28 days) 4,670 1 7 4.00 12.57 10/22/14 56 60,180 2 4,790 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 10/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0458 1185 Plant: Ticket No.: 236 25925527 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 88 82 151.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0535 Daniel Duran Clear 150/250 10 0 0 Panel #84Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 08/30/14 3 40,050 5 3,190 2 2 4.00 12.57 09/01/14 5 44,620 5 3,550 2 3 4.00 12.57 09/03/14 7 50,300 3 4,000 2 4 4.00 12.57 09/24/14 28 59,360 4 4,720 2 5 4.00 12.57 09/24/14 28 57,230 5 4,550 2 6 4.00 12.57 09/24/14 28 60,150 5 4,790 Average (28 days) 4,690 2 7 4.00 12.57 10/22/14 56 60,180 1 4,790 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0225 08/27/14 10/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0535 1264 Plant: Ticket No.: 236 25925560 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 1.4 0-3 90 84 150.5 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:08/27/14 0701 Daniel Duran Clear 210/250 10 0 0 Panel #3Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. D Panels #77-#85, #87, #1, #3, #51, & #52 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 08/30/14 3 32,720 6 2,600 3 2 4.00 12.57 09/01/14 5 44,200 2 3,520 3 3 4.00 12.57 09/03/14 7 45,890 4 3,650 3 4 4.00 12.57 09/24/14 28 59,450 3 4,730 3 5 4.00 12.57 09/24/14 28 59,470 3 4,730 3 6 4.00 12.57 09/24/14 28 54,210 2 4,310 Average (28 days) 4,590 3 7 4.00 12.57 10/22/14 56 60,860 2 4,840 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 SAMPLE PICK-UP REPORT Report Number:94141126.0226 Service Date:08/27/14 8901 Carpenter Frwy., Suite 100 Report Date:09/02/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Concrete cylinder pickup. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:21 Report No.:94141126.0223 No. of Cylinders:21 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0227 Service Date:08/28/14 8901 Carpenter Frwy., Suite 100 Report Date:09/03/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To:Project Superintendent Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Structural Sheets/Details: PNLD-1, PNLD-2, PNLD-8 & PNLD-9/Detail Ea. Panel #, dated 07/14/14 Locations/Items Observed:Building D, Panel No.: 105A, 105B, 13, 15, 106A, 106B, 90, 91, 92, 93, 102, 103, 88, 89, 104A, 104B, 2 & 86 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. SAMPLE PICK-UP REPORT Report Number:94141126.0228 Service Date:08/28/14 8901 Carpenter Frwy., Suite 100 Report Date:09/02/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Concrete cylinder pickup. Terracon Rep.: Paul Butler Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP:21 Report No.:94141126.0225 No. of Cylinders:21 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0230 09/02/14 09/10/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1132 1006 Plant: Ticket No.: 136 25928696 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 95 87 153.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/02/14 1217 Daniel Duran Clear 30/50 10 0 0 Panel #106BSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panel Nos. 2, 13, 15, 86, 88- 89, 90-93, 102-103, 104A, 104B, 105A, 105B, 106A & 106B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/05/14 3 31,460 4 2,500 1 2 4.00 12.57 09/07/14 5 33,520 5 2,670 1 3 4.00 12.57 09/09/14 7 37,730 5 3,000 1 4 4.00 12.57 09/30/14 28 1 5 4.00 12.57 09/30/14 28 1 6 4.00 12.57 09/30/14 28 1 7 4.00 12.57 10/28/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0230 09/02/14 10/01/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1132 1006 Plant: Ticket No.: 136 25928696 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 95 87 153.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/02/14 1217 Daniel Duran Clear 30/50 10 0 0 Panel #106BSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panel Nos. 2, 13, 15, 86, 88- 89, 90-93, 102-103, 104A, 104B, 105A, 105B, 106A & 106B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/05/14 3 31,460 4 2,500 1 2 4.00 12.57 09/07/14 5 33,520 5 2,670 1 3 4.00 12.57 09/09/14 7 37,730 5 3,000 1 4 4.00 12.57 09/30/14 28 46,120 5 3,670 1 5 4.00 12.57 09/30/14 28 48,210 6 3,840 1 6 4.00 12.57 09/30/14 28 50,370 4 4,010 Average (28 days) 3,840 1 7 4.00 12.57 10/28/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0230 09/02/14 10/29/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1132 1006 Plant: Ticket No.: 136 25928696 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 95 87 153.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/02/14 1217 Daniel Duran Clear 30/50 10 0 0 Panel #106BSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Panel Nos. 2, 13, 15, 86, 88- 89, 90-93, 102-103, 104A, 104B, 105A, 105B, 106A & 106B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/05/14 3 31,460 4 2,500 1 2 4.00 12.57 09/07/14 5 33,520 5 2,670 1 3 4.00 12.57 09/09/14 7 37,730 5 3,000 1 4 4.00 12.57 09/30/14 28 46,120 5 3,670 1 5 4.00 12.57 09/30/14 28 48,210 6 3,840 1 6 4.00 12.57 09/30/14 28 50,370 4 4,010 Average (28 days) 3,840 1 7 4.00 12.57 10/28/14 56 54,600 5 4,350 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0232 Service Date:09/04/14 8901 Carpenter Frwy., Suite 100 Report Date:09/10/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Sheets/Details: C6.01/Legend, 8” Concrete, 3500 psi, dated 04/23/14; & S2.2/Building D, Pier Caps/9-4 Locations/Items Observed:Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; & Paving, see attached sketch Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0403 1425 Plant: Ticket No.: P136 25930012 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.3 3-6 90 83 147.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0445 Daniel Duran Clear 80/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/11/14 7 63,190 5 5,030 1 2 4.00 12.57 10/02/14 28 1 3 4.00 12.57 10/02/14 28 1 4 4.00 12.57 10/02/14 28 1 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0512 1417 Plant: Ticket No.: P136 25930063 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 92 83 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0545 Daniel Duran Clear 180/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/11/14 7 59,420 5 4,730 2 2 4.00 12.57 10/02/14 28 2 3 4.00 12.57 10/02/14 28 2 4 4.00 12.57 10/02/14 28 2 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0622 1401 Plant: Ticket No.: P136 25930128 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 4.4 3-6 94 80 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0701 Daniel Duran Clear 240/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/11/14 7 58,710 2 4,670 3 2 4.00 12.57 10/02/14 28 3 3 4.00 12.57 10/02/14 28 3 4 4.00 12.57 10/02/14 28 3 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0833 1383 Plant: Ticket No.: P136 25930316 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.0 3-6 90 81 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0913 Daniel Duran Clear 399/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/11/14 7 46,540 4 3,700 4 2 4.00 12.57 10/02/14 28 4 3 4.00 12.57 10/02/14 28 4 4 4.00 12.57 10/02/14 28 4 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0900 1409 Plant: Ticket No.: P136 25930350 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 85 147.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0945 Daniel Duran Clear 429/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/11/14 7 49,650 4 3,950 5 2 4.00 12.57 10/02/14 28 5 3 4.00 12.57 10/02/14 28 5 4 4.00 12.57 10/02/14 28 5 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1028 1005 Plant: Ticket No.: P136 25930480 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 91 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1106 Daniel Duran Clear 538/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/11/14 7 48,210 5 3,840 6 2 4.00 12.57 10/02/14 28 6 3 4.00 12.57 10/02/14 28 6 4 4.00 12.57 10/02/14 28 6 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1150 1427 Plant: Ticket No.: P136 25930604 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 90 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1245 Daniel Duran Clear 628/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 7 1 4.00 12.57 09/11/14 7 49,700 3 3,960 7 2 4.00 12.57 10/02/14 28 7 3 4.00 12.57 10/02/14 28 7 4 4.00 12.57 10/02/14 28 7 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0306 1431 Plant: Ticket No.: P136 25930820 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.3 3-6 94 88 148.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1600 Daniel Duran 708/718 10 0 0 Pier Cap A/4.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 8 1 4.00 12.57 09/09/14 5 40,040 5 3,190 8 2 4.00 12.57 09/11/14 7 50,570 4 4,020 8 3 4.00 12.57 10/02/14 28 8 4 4.00 12.57 10/02/14 28 8 5 4.00 12.57 10/02/14 28 8 6 4.00 12.57 10/30/14 56 Comments: NOTE: Set #8, Sample #1; cylinder for 3-day break was damaged on-site and could not be tested as scheduled. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0403 1425 Plant: Ticket No.: P136 25930012 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.3 3-6 90 83 147.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0445 Daniel Duran Clear 80/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/11/14 7 63,190 5 5,030 1 2 4.00 12.57 10/02/14 28 1 3 4.00 12.57 10/02/14 28 1 4 4.00 12.57 10/02/14 28 1 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0512 1417 Plant: Ticket No.: P136 25930063 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 92 83 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0545 Daniel Duran Clear 180/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/11/14 7 59,420 5 4,730 2 2 4.00 12.57 10/02/14 28 2 3 4.00 12.57 10/02/14 28 2 4 4.00 12.57 10/02/14 28 2 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0622 1401 Plant: Ticket No.: P136 25930128 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 4.4 3-6 94 80 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0701 Daniel Duran Clear 240/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/11/14 7 58,710 2 4,670 3 2 4.00 12.57 10/02/14 28 3 3 4.00 12.57 10/02/14 28 3 4 4.00 12.57 10/02/14 28 3 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0833 1383 Plant: Ticket No.: P136 25930316 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.0 3-6 90 81 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0913 Daniel Duran Clear 399/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/11/14 7 46,540 4 3,700 4 2 4.00 12.57 10/02/14 28 4 3 4.00 12.57 10/02/14 28 4 4 4.00 12.57 10/02/14 28 4 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0900 1409 Plant: Ticket No.: P136 25930350 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 85 147.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0945 Daniel Duran Clear 429/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/11/14 7 49,650 4 3,950 5 2 4.00 12.57 10/02/14 28 5 3 4.00 12.57 10/02/14 28 5 4 4.00 12.57 10/02/14 28 5 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1028 1005 Plant: Ticket No.: P136 25930480 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 91 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1106 Daniel Duran Clear 538/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/11/14 7 48,210 5 3,840 6 2 4.00 12.57 10/02/14 28 6 3 4.00 12.57 10/02/14 28 6 4 4.00 12.57 10/02/14 28 6 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1150 1427 Plant: Ticket No.: P136 25930604 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 90 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1245 Daniel Duran Clear 628/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 7 1 4.00 12.57 09/11/14 7 49,700 3 3,960 7 2 4.00 12.57 10/02/14 28 7 3 4.00 12.57 10/02/14 28 7 4 4.00 12.57 10/02/14 28 7 5 4.00 12.57 10/30/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 09/17/14 Revision 1 - CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0306 1431 Plant: Ticket No.: P136 25930820 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.3 3-6 94 88 148.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1600 Daniel Duran 708/718 10 0 0 Pier Cap A/4.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 8 1 4.00 12.57 09/09/14 5 40,040 5 3,190 8 2 4.00 12.57 09/11/14 7 50,570 4 4,020 8 3 4.00 12.57 10/02/14 28 8 4 4.00 12.57 10/02/14 28 8 5 4.00 12.57 10/02/14 28 Comments: NOTE: Set #8, Sample #1; cylinder for 3-day break was damaged on-site and could not be tested as scheduled. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0403 1425 Plant: Ticket No.: P136 25930012 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.3 3-6 90 83 147.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0445 Daniel Duran Clear 80/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/11/14 7 63,190 5 5,030 1 2 4.00 12.57 10/02/14 28 76,510 3 6,090 1 3 4.00 12.57 10/02/14 28 81,120 1 6,460 1 4 4.00 12.57 10/02/14 28 75,670 1 6,020 Average (28 days) 6,190 1 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0512 1417 Plant: Ticket No.: P136 25930063 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 92 83 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0545 Daniel Duran Clear 180/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/11/14 7 59,420 5 4,730 2 2 4.00 12.57 10/02/14 28 75,980 4 6,050 2 3 4.00 12.57 10/02/14 28 73,170 5 5,820 2 4 4.00 12.57 10/02/14 28 71,390 4 5,680 Average (28 days) 5,850 2 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0622 1401 Plant: Ticket No.: P136 25930128 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 4.4 3-6 94 80 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0701 Daniel Duran Clear 240/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/11/14 7 58,710 2 4,670 3 2 4.00 12.57 10/02/14 28 70,470 5 5,610 3 3 4.00 12.57 10/02/14 28 71,810 4 5,710 3 4 4.00 12.57 10/02/14 28 73,380 4 5,840 Average (28 days) 5,720 3 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0833 1383 Plant: Ticket No.: P136 25930316 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.0 3-6 90 81 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0913 Daniel Duran Clear 399/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/11/14 7 46,540 4 3,700 4 2 4.00 12.57 10/02/14 28 57,250 5 4,560 4 3 4.00 12.57 10/02/14 28 60,130 5 4,790 4 4 4.00 12.57 10/02/14 28 58,130 4 4,630 Average (28 days) 4,660 4 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0900 1409 Plant: Ticket No.: P136 25930350 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 85 147.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0945 Daniel Duran Clear 429/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/11/14 7 49,650 4 3,950 5 2 4.00 12.57 10/02/14 28 59,280 5 4,720 5 3 4.00 12.57 10/02/14 28 61,000 5 4,850 5 4 4.00 12.57 10/02/14 28 60,120 5 4,780 Average (28 days) 4,780 5 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1028 1005 Plant: Ticket No.: P136 25930480 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 91 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1106 Daniel Duran Clear 538/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/11/14 7 48,210 5 3,840 6 2 4.00 12.57 10/02/14 28 58,480 4 4,650 6 3 4.00 12.57 10/02/14 28 61,100 5 4,860 6 4 4.00 12.57 10/02/14 28 57,800 5 4,600 Average (28 days) 4,700 6 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1150 1427 Plant: Ticket No.: P136 25930604 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 90 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1245 Daniel Duran Clear 628/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 7 1 4.00 12.57 09/11/14 7 49,700 3 3,960 7 2 4.00 12.57 10/02/14 28 59,640 4 4,750 7 3 4.00 12.57 10/02/14 28 62,590 5 4,980 7 4 4.00 12.57 10/02/14 28 59,120 4 4,710 Average (28 days) 4,810 7 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/03/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0306 1431 Plant: Ticket No.: P136 25930820 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.3 3-6 94 88 148.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1600 Daniel Duran 708/718 10 0 0 Pier Cap A/4.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 8 1 4.00 12.57 09/09/14 5 40,040 5 3,190 8 2 4.00 12.57 09/11/14 7 50,570 5 4,020 8 3 4.00 12.57 10/02/14 28 66,040 1 5,260 8 4 4.00 12.57 10/02/14 28 65,420 5,210 8 5 4.00 12.57 10/02/14 28 64,760 4 5,150 Average (28 days) 5,210 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. NOTE: Set #8, Sample #1; cylinder for 3-day break was damaged on-site and could not be tested as scheduled. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0403 1425 Plant: Ticket No.: P136 25930012 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.3 3-6 90 83 147.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0445 Daniel Duran Clear 80/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/11/14 7 63,190 5 5,030 1 2 4.00 12.57 10/02/14 28 76,510 3 6,090 1 3 4.00 12.57 10/02/14 28 81,120 1 6,460 1 4 4.00 12.57 10/02/14 28 75,670 1 6,020 Average (28 days) 6,190 1 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0512 1417 Plant: Ticket No.: P136 25930063 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 92 83 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0545 Daniel Duran Clear 180/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/11/14 7 59,420 5 4,730 2 2 4.00 12.57 10/02/14 28 75,980 4 6,050 2 3 4.00 12.57 10/02/14 28 73,170 5 5,820 2 4 4.00 12.57 10/02/14 28 71,390 4 5,680 Average (28 days) 5,850 2 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0622 1401 Plant: Ticket No.: P136 25930128 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 4.4 3-6 94 80 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0701 Daniel Duran Clear 240/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/11/14 7 58,710 2 4,670 3 2 4.00 12.57 10/02/14 28 70,470 5 5,610 3 3 4.00 12.57 10/02/14 28 71,810 4 5,710 3 4 4.00 12.57 10/02/14 28 73,380 4 5,840 Average (28 days) 5,720 3 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0833 1383 Plant: Ticket No.: P136 25930316 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.0 3-6 90 81 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0913 Daniel Duran Clear 399/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/11/14 7 46,540 4 3,700 4 2 4.00 12.57 10/02/14 28 57,250 5 4,560 4 3 4.00 12.57 10/02/14 28 60,130 5 4,790 4 4 4.00 12.57 10/02/14 28 58,130 4 4,630 Average (28 days) 4,660 4 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0900 1409 Plant: Ticket No.: P136 25930350 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 85 147.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0945 Daniel Duran Clear 429/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/11/14 7 49,650 4 3,950 5 2 4.00 12.57 10/02/14 28 59,280 5 4,720 5 3 4.00 12.57 10/02/14 28 61,000 5 4,850 5 4 4.00 12.57 10/02/14 28 60,120 5 4,780 Average (28 days) 4,780 5 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1028 1005 Plant: Ticket No.: P136 25930480 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 91 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1106 Daniel Duran Clear 538/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/11/14 7 48,210 5 3,840 6 2 4.00 12.57 10/02/14 28 58,480 4 4,650 6 3 4.00 12.57 10/02/14 28 61,100 5 4,860 6 4 4.00 12.57 10/02/14 28 57,800 5 4,600 Average (28 days) 4,700 6 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1150 1427 Plant: Ticket No.: P136 25930604 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 90 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1245 Daniel Duran Clear 628/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 7 1 4.00 12.57 09/11/14 7 49,700 3 3,960 7 2 4.00 12.57 10/02/14 28 59,640 4 4,750 7 3 4.00 12.57 10/02/14 28 62,590 5 4,980 7 4 4.00 12.57 10/02/14 28 59,120 4 4,710 Average (28 days) 4,810 7 5 4.00 12.57 10/30/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/06/14 Revision 3 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0306 1431 Plant: Ticket No.: P136 25930820 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.3 3-6 94 88 148.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1600 Daniel Duran 708/718 10 0 0 Pier Cap A/4.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 8 1 4.00 12.57 09/09/14 5 40,040 5 3,190 8 2 4.00 12.57 09/11/14 7 50,570 5 4,020 8 3 4.00 12.57 10/02/14 28 66,040 1 5,260 8 4 4.00 12.57 10/02/14 28 65,420 2 5,210 8 5 4.00 12.57 10/02/14 28 64,760 4 5,150 Average (28 days) 5,210 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. NOTE: Set #8, Sample #1; cylinder for 3-day break was damaged on-site and could not be tested as scheduled. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0403 1425 Plant: Ticket No.: P136 25930012 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.3 3-6 90 83 147.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0445 Daniel Duran Clear 80/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/11/14 7 63,190 5 5,030 1 2 4.00 12.57 10/02/14 28 76,510 3 6,090 1 3 4.00 12.57 10/02/14 28 81,120 1 6,460 1 4 4.00 12.57 10/02/14 28 75,670 1 6,020 Average (28 days) 6,190 1 5 4.00 12.57 10/30/14 56 83,310 4 6,630 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0512 1417 Plant: Ticket No.: P136 25930063 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 92 83 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0545 Daniel Duran Clear 180/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/11/14 7 59,420 5 4,730 2 2 4.00 12.57 10/02/14 28 75,980 4 6,050 2 3 4.00 12.57 10/02/14 28 73,170 5 5,820 2 4 4.00 12.57 10/02/14 28 71,390 4 5,680 Average (28 days) 5,850 2 5 4.00 12.57 10/30/14 56 78,620 2 6,260 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0622 1401 Plant: Ticket No.: P136 25930128 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 4.4 3-6 94 80 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0701 Daniel Duran Clear 240/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/11/14 7 58,710 2 4,670 3 2 4.00 12.57 10/02/14 28 70,470 5 5,610 3 3 4.00 12.57 10/02/14 28 71,810 4 5,710 3 4 4.00 12.57 10/02/14 28 73,380 4 5,840 Average (28 days) 5,720 3 5 4.00 12.57 10/30/14 56 78,790 5 6,270 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0833 1383 Plant: Ticket No.: P136 25930316 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.0 3-6 90 81 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0913 Daniel Duran Clear 399/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/11/14 7 46,540 4 3,700 4 2 4.00 12.57 10/02/14 28 57,250 5 4,560 4 3 4.00 12.57 10/02/14 28 60,130 5 4,790 4 4 4.00 12.57 10/02/14 28 58,130 4 4,630 Average (28 days) 4,660 4 5 4.00 12.57 10/30/14 56 62,900 3 5,010 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0900 1409 Plant: Ticket No.: P136 25930350 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 85 147.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 0945 Daniel Duran Clear 429/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/11/14 7 49,650 4 3,950 5 2 4.00 12.57 10/02/14 28 59,280 5 4,720 5 3 4.00 12.57 10/02/14 28 61,000 5 4,850 5 4 4.00 12.57 10/02/14 28 60,120 5 4,780 Average (28 days) 4,780 5 5 4.00 12.57 10/30/14 56 62,790 1 5,000 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1028 1005 Plant: Ticket No.: P136 25930480 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 91 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1106 Daniel Duran Clear 538/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/11/14 7 48,210 5 3,840 6 2 4.00 12.57 10/02/14 28 58,480 4 4,650 6 3 4.00 12.57 10/02/14 28 61,100 5 4,860 6 4 4.00 12.57 10/02/14 28 57,800 5 4,600 Average (28 days) 4,700 6 5 4.00 12.57 10/30/14 56 63,230 6 5,030 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1150 1427 Plant: Ticket No.: P136 25930604 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 90 87 147.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1245 Daniel Duran Clear 628/718 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 7 1 4.00 12.57 09/11/14 7 49,700 3 3,960 7 2 4.00 12.57 10/02/14 28 59,640 4 4,750 7 3 4.00 12.57 10/02/14 28 62,590 5 4,980 7 4 4.00 12.57 10/02/14 28 59,120 4 4,710 Average (28 days) 4,810 7 5 4.00 12.57 10/30/14 56 64,540 3 5,140 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 7 of 8CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0233 09/04/14 10/31/14 Revision 4 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0306 1431 Plant: Ticket No.: P136 25930820 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.3 3-6 94 88 148.1 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/04/14 1600 Daniel Duran 708/718 10 0 0 Pier Cap A/4.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ A/4.5, A/5, A.5/5, E.5/5, F/5 & F.5/5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 8 1 4.00 12.57 09/09/14 5 40,040 5 3,190 8 2 4.00 12.57 09/11/14 7 50,570 5 4,020 8 3 4.00 12.57 10/02/14 28 66,040 1 5,260 8 4 4.00 12.57 10/02/14 28 65,420 2 5,210 8 5 4.00 12.57 10/02/14 28 64,760 4 5,150 Average (28 days) 5,210 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. NOTE: Set #8, Sample #1; cylinder for 3-day break was damaged on-site and could not be tested as scheduled. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 8 of 8CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0234 Service Date:09/05/14 8901 Carpenter Frwy., Suite 100 Report Date:09/11/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Daniel Duran Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Sheets/Details: C6.01/Legend 8” Concrete, dated 04-23-14 & S.2.2/Building 1, Pier Caps, dated 9-2011 Locations/Items Observed:Pavement, see attached sketch; Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/4.5, & P/5 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0327 1285 Plant: Ticket No.: 136 25930935 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 4.0 3-6 88 79 148.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0405 Daniel Duran Clear 20/430 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/12/14 7 52,720 5 4,200 1 2 4.00 12.57 10/03/14 28 1 3 4.00 12.57 10/03/14 28 1 4 4.00 12.57 10/03/14 28 1 5 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0442 1429 Plant: Ticket No.: 136 25931007 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.8 3-6 90 79 148.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0524 Daniel Duran Clear 110/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/12/14 7 55,650 2 4,430 2 2 4.00 12.57 10/03/14 28 2 3 4.00 12.57 10/03/14 28 2 4 4.00 12.57 10/03/14 28 2 5 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0609 1378 Plant: Ticket No.: 136 25931112 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.7 3-6 88 78 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0705 Daniel Duran Clear 260/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/12/14 7 54,660 5 4,350 3 2 4.00 12.57 10/03/14 28 3 3 4.00 12.57 10/03/14 28 3 4 4.00 12.57 10/03/14 28 3 5 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0759 1378 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.9 3-6 91 78 147.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0840 Daniel Duran Clear 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/12/14 7 55,490 3 4,420 4 2 4.00 12.57 10/03/14 28 4 3 4.00 12.57 10/03/14 28 4 4 4.00 12.57 10/03/14 28 4 5 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0844 1267 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.0 3-6 89 82 149.3 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0923 Daniel Duran Clear 420/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/12/14 7 56,210 2 4,470 5 2 4.00 12.57 10/03/14 28 5 3 4.00 12.57 10/03/14 28 5 4 4.00 12.57 10/03/14 28 5 5 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 09/16/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1044 1430 Plant: Ticket No.: 136 25931533 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 93 80 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 1120 Daniel Duran Clear 430/430 10 0 0 Pier Caps J.5/5 & K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/09/14 4 46,380 4 3,690 6 2 4.00 12.57 09/12/14 7 55,500 3 4,420 6 3 4.00 12.57 10/03/14 28 6 4 4.00 12.57 10/03/14 28 6 5 4.00 12.57 10/03/14 28 6 6 4.00 12.57 10/31/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0327 1285 Plant: Ticket No.: 136 25930935 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 4.0 3-6 88 79 148.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0405 Daniel Duran Clear 20/430 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/12/14 7 52,720 5 4,200 1 2 4.00 12.57 10/03/14 28 70,080 5 5,580 1 3 4.00 12.57 10/03/14 28 69,280 5 5,510 1 4 4.00 12.57 10/03/14 28 64,310 4 5,120 Average (28 days) 5,400 1 5 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0442 1429 Plant: Ticket No.: 136 25931007 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.8 3-6 90 79 148.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0524 Daniel Duran Clear 110/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/12/14 7 55,650 2 4,430 2 2 4.00 12.57 10/03/14 28 68,350 1 5,440 2 3 4.00 12.57 10/03/14 28 67,830 4 5,400 2 4 4.00 12.57 10/03/14 28 69,890 5 5,560 Average (28 days) 5,470 2 5 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0609 1378 Plant: Ticket No.: 136 25931112 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.7 3-6 88 78 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0705 Daniel Duran Clear 260/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/12/14 7 54,660 5 4,350 3 2 4.00 12.57 10/03/14 28 66,360 4 5,280 3 3 4.00 12.57 10/03/14 28 65,110 5 5,180 3 4 4.00 12.57 10/03/14 28 66,250 4 5,270 Average (28 days) 5,240 3 5 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0759 1378 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.9 3-6 91 78 147.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0840 Daniel Duran Clear 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/12/14 7 55,490 3 4,420 4 2 4.00 12.57 10/03/14 28 59,870 5 4,760 4 3 4.00 12.57 10/03/14 28 62,920 5 5,010 4 4 4.00 12.57 10/03/14 28 63,630 4 5,060 Average (28 days) 4,940 4 5 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0844 1267 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.0 3-6 89 82 149.3 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0923 Daniel Duran Clear 420/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/12/14 7 56,210 2 4,470 5 2 4.00 12.57 10/03/14 28 64,220 5 5,110 5 3 4.00 12.57 10/03/14 28 66,860 4 5,320 5 4 4.00 12.57 10/03/14 28 68,970 4 5,490 Average (28 days) 5,310 5 5 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 10/06/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1044 1430 Plant: Ticket No.: 136 25931533 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 93 80 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 1120 Daniel Duran Clear 430/430 10 0 0 Pier Caps J.5/5 & K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/09/14 4 46,380 4 3,690 6 2 4.00 12.57 09/12/14 7 55,500 4 4,420 6 3 4.00 12.57 10/03/14 28 61,660 5 4,910 6 4 4.00 12.57 10/03/14 28 60,180 4 4,790 6 5 4.00 12.57 10/03/14 28 64,730 4 5,150 Average (28 days) 4,950 6 6 4.00 12.57 10/31/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0327 1285 Plant: Ticket No.: 136 25930935 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 4.0 3-6 88 79 148.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0405 Daniel Duran Clear 20/430 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/12/14 7 52,720 5 4,200 1 2 4.00 12.57 10/03/14 28 70,080 5 5,580 1 3 4.00 12.57 10/03/14 28 69,280 5 5,510 1 4 4.00 12.57 10/03/14 28 64,310 4 5,120 Average (28 days) 5,400 1 5 4.00 12.57 10/31/14 56 72,270 3 5,750 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0442 1429 Plant: Ticket No.: 136 25931007 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.8 3-6 90 79 148.9 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0524 Daniel Duran Clear 110/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/12/14 7 55,650 2 4,430 2 2 4.00 12.57 10/03/14 28 68,350 1 5,440 2 3 4.00 12.57 10/03/14 28 67,830 4 5,400 2 4 4.00 12.57 10/03/14 28 69,890 5 5,560 Average (28 days) 5,470 2 5 4.00 12.57 10/31/14 56 73,540 4 5,850 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0609 1378 Plant: Ticket No.: 136 25931112 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.7 3-6 88 78 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0705 Daniel Duran Clear 260/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/12/14 7 54,660 5 4,350 3 2 4.00 12.57 10/03/14 28 66,360 4 5,280 3 3 4.00 12.57 10/03/14 28 65,110 5 5,180 3 4 4.00 12.57 10/03/14 28 66,250 4 5,270 Average (28 days) 5,240 3 5 4.00 12.57 10/31/14 56 68,240 3 5,430 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0759 1378 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.9 3-6 91 78 147.5 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0840 Daniel Duran Clear 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/12/14 7 55,490 3 4,420 4 2 4.00 12.57 10/03/14 28 59,870 5 4,760 4 3 4.00 12.57 10/03/14 28 62,920 5 5,010 4 4 4.00 12.57 10/03/14 28 63,630 4 5,060 Average (28 days) 4,940 4 5 4.00 12.57 10/31/14 56 69,040 4 5,490 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0844 1267 Plant: Ticket No.: 136 25931367 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.0 3-6 89 82 149.3 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 0923 Daniel Duran Clear 420/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/12/14 7 56,210 2 4,470 5 2 4.00 12.57 10/03/14 28 64,220 5 5,110 5 3 4.00 12.57 10/03/14 28 66,860 4 5,320 5 4 4.00 12.57 10/03/14 28 68,970 4 5,490 Average (28 days) 5,310 5 5 4.00 12.57 10/31/14 56 69,840 3 5,560 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0235 09/05/14 11/03/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1044 1430 Plant: Ticket No.: 136 25931533 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 93 80 147.7 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/05/14 1120 Daniel Duran Clear 430/430 10 0 0 Pier Caps J.5/5 & K/5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building D, Pier Caps @ J.5/5, K/5, K.5/5, O.5/5, P/5, & P/4.5; Pavement, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/09/14 4 46,380 4 3,690 6 2 4.00 12.57 09/12/14 7 55,500 4 4,420 6 3 4.00 12.57 10/03/14 28 61,660 5 4,910 6 4 4.00 12.57 10/03/14 28 60,180 4 4,790 6 5 4.00 12.57 10/03/14 28 64,730 4 5,150 Average (28 days) 4,950 6 6 4.00 12.57 10/31/14 56 66,050 2 5,260 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0237 Service Date:09/09/14 8901 Carpenter Frwy., Suite 100 Report Date:09/11/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To:Project Superintendent Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Structural Sheets/Details: 14-05-572/Each Panel #, dated 07-14-2014 Locations/Items Observed:Building C, Panel #25-#26, #28-#31 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0239 Service Date:09/10/14 8901 Carpenter Frwy., Suite 100 Report Date:09/16/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To:Project Superintendent Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Structural Sheets/Details: 14-05-572/Ea. Panel No., dated 07/14/14 Locations/Items Observed:Building C, Panel Nos.: 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 56, 57, 58 & 59 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 09/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0633 1433 Plant: Ticket No.: 259 25935170 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.5 0-3 90 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0723 Daniel Duran Clear 80/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/15/14 4 45,180 5 3,600 1 2 4.00 12.57 09/16/14 5 46,580 5 3,710 1 3 4.00 12.57 09/18/14 7 54,780 5 4,360 1 4 4.00 12.57 10/09/14 28 1 5 4.00 12.57 10/09/14 28 1 6 4.00 12.57 10/09/14 28 1 7 4.00 12.57 11/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 09/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0724 1374 Plant: Ticket No.: 259 25935258 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.2 0-3 88 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0830 Daniel Duran Clear 160/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/15/14 4 47,680 2 3,790 2 2 4.00 12.57 09/16/14 5 52,030 2 4,140 2 3 4.00 12.57 09/18/14 7 57,360 4 4,570 2 4 4.00 12.57 10/09/14 28 2 5 4.00 12.57 10/09/14 28 2 6 4.00 12.57 10/09/14 28 2 7 4.00 12.57 11/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 09/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1159 Plant: Ticket No.: 259 25935313 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 91 80 149.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 220/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/15/14 4 38,870 6 3,090 3 2 4.00 12.57 09/16/14 5 42,340 5 3,370 3 3 4.00 12.57 09/18/14 7 43,820 2 3,490 3 4 4.00 12.57 10/09/14 28 3 5 4.00 12.57 10/09/14 28 3 6 4.00 12.57 10/09/14 28 3 7 4.00 12.57 11/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 09/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1012 1021 Plant: Ticket No.: 259 25935415 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 92 81 149.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Clear 320/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/15/14 4 41,180 5 3,280 4 2 4.00 12.57 09/16/14 5 44,060 6 3,510 4 3 4.00 12.57 09/18/14 7 47,020 5 3,740 4 4 4.00 12.57 10/09/14 28 4 5 4.00 12.57 10/09/14 28 4 6 4.00 12.57 10/09/14 28 4 7 4.00 12.57 11/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 09/22/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1027 Plant: Ticket No.: 259 25935645 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 91 80 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 470/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/15/14 4 32,820 4 2,610 5 2 4.00 12.57 09/16/14 5 36,960 4 2,940 5 3 4.00 12.57 09/18/14 7 39,350 2 3,130 5 4 4.00 12.57 10/09/14 28 5 5 4.00 12.57 10/09/14 28 5 6 4.00 12.57 10/09/14 28 5 7 4.00 12.57 11/06/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 10/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0633 1433 Plant: Ticket No.: 259 25935170 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.5 0-3 90 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0723 Daniel Duran Clear 80/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/15/14 4 45,180 5 3,600 1 2 4.00 12.57 09/16/14 5 46,580 5 3,710 1 3 4.00 12.57 09/18/14 7 54,780 5 4,360 1 4 4.00 12.57 10/09/14 28 64,640 5 5,140 1 5 4.00 12.57 10/09/14 28 63,940 4 5,090 1 6 4.00 12.57 10/09/14 28 65,560 4 5,220 Average (28 days) 5,150 1 7 4.00 12.57 11/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 10/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0724 1374 Plant: Ticket No.: 259 25935258 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.2 0-3 88 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0830 Daniel Duran Clear 160/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/15/14 4 47,680 2 3,790 2 2 4.00 12.57 09/16/14 5 52,030 2 4,140 2 3 4.00 12.57 09/18/14 7 57,360 4 4,570 2 4 4.00 12.57 10/09/14 28 68,380 1 5,440 2 5 4.00 12.57 10/09/14 28 68,250 2 5,430 2 6 4.00 12.57 10/09/14 28 68,190 5 5,430 Average (28 days) 5,430 2 7 4.00 12.57 11/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 10/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1159 Plant: Ticket No.: 259 25935313 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 91 80 149.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 220/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/15/14 4 38,870 6 3,090 3 2 4.00 12.57 09/16/14 5 42,340 5 3,370 3 3 4.00 12.57 09/18/14 7 43,820 2 3,490 3 4 4.00 12.57 10/09/14 28 52,710 5 4,200 3 5 4.00 12.57 10/09/14 28 54,570 4 4,340 3 6 4.00 12.57 10/09/14 28 53,530 5 4,260 Average (28 days) 4,270 3 7 4.00 12.57 11/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 10/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1012 1021 Plant: Ticket No.: 259 25935415 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 92 81 149.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Clear 320/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/15/14 4 41,180 5 3,280 4 2 4.00 12.57 09/16/14 5 44,060 6 3,510 4 3 4.00 12.57 09/18/14 7 47,020 5 3,740 4 4 4.00 12.57 10/09/14 28 58,120 4 4,630 4 5 4.00 12.57 10/09/14 28 54,430 1 4,330 4 6 4.00 12.57 10/09/14 28 57,530 5 4,580 Average (28 days) 4,510 4 7 4.00 12.57 11/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 10/10/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1027 Plant: Ticket No.: 259 25935645 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 91 80 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 470/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/15/14 4 32,820 4 2,610 5 2 4.00 12.57 09/16/14 5 36,960 4 2,940 5 3 4.00 12.57 09/18/14 7 39,350 2 3,130 5 4 4.00 12.57 10/09/14 28 49,860 2 3,970 5 5 4.00 12.57 10/09/14 28 50,370 4 4,010 5 6 4.00 12.57 10/09/14 28 50,390 4 4,010 Average (28 days) 4,000 5 7 4.00 12.57 11/06/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 11/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0633 1433 Plant: Ticket No.: 259 25935170 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.5 0-3 90 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0723 Daniel Duran Clear 80/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/15/14 4 45,180 5 3,600 1 2 4.00 12.57 09/16/14 5 46,580 5 3,710 1 3 4.00 12.57 09/18/14 7 54,780 5 4,360 1 4 4.00 12.57 10/09/14 28 64,640 5 5,140 1 5 4.00 12.57 10/09/14 28 63,940 4 5,090 1 6 4.00 12.57 10/09/14 28 65,560 4 5,220 Average (28 days) 5,150 1 7 4.00 12.57 11/06/14 56 66,960 2 5,330 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 11/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0724 1374 Plant: Ticket No.: 259 25935258 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.2 0-3 88 82 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 0830 Daniel Duran Clear 160/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/15/14 4 47,680 2 3,790 2 2 4.00 12.57 09/16/14 5 52,030 2 4,140 2 3 4.00 12.57 09/18/14 7 57,360 4 4,570 2 4 4.00 12.57 10/09/14 28 68,380 1 5,440 2 5 4.00 12.57 10/09/14 28 68,250 2 5,430 2 6 4.00 12.57 10/09/14 28 68,190 5 5,430 Average (28 days) 5,430 2 7 4.00 12.57 11/06/14 56 74,800 5 5,950 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 11/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1159 Plant: Ticket No.: 259 25935313 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.2 0-3 91 80 149.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 220/500 10 0 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/15/14 4 38,870 6 3,090 3 2 4.00 12.57 09/16/14 5 42,340 5 3,370 3 3 4.00 12.57 09/18/14 7 43,820 2 3,490 3 4 4.00 12.57 10/09/14 28 52,710 5 4,200 3 5 4.00 12.57 10/09/14 28 54,570 4 4,340 3 6 4.00 12.57 10/09/14 28 53,530 5 4,260 Average (28 days) 4,270 3 7 4.00 12.57 11/06/14 56 58,390 4 4,650 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 11/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1012 1021 Plant: Ticket No.: 259 25935415 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 92 81 149.9 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Clear 320/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/15/14 4 41,180 5 3,280 4 2 4.00 12.57 09/16/14 5 44,060 6 3,510 4 3 4.00 12.57 09/18/14 7 47,020 5 3,740 4 4 4.00 12.57 10/09/14 28 58,120 4 4,630 4 5 4.00 12.57 10/09/14 28 54,430 1 4,330 4 6 4.00 12.57 10/09/14 28 57,530 5 4,580 Average (28 days) 4,510 4 7 4.00 12.57 11/06/14 56 59,320 5 4,720 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0240 09/11/14 11/10/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1027 Plant: Ticket No.: 259 25935645 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.0 0-3 91 80 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/11/14 Daniel Duran Cloudy 470/500 10 10 0 See Placement LocationSample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Panels Nos. 1, 25-26, 28-31, 36-61 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/15/14 4 32,820 4 2,610 5 2 4.00 12.57 09/16/14 5 36,960 4 2,940 5 3 4.00 12.57 09/18/14 7 39,350 2 3,130 5 4 4.00 12.57 10/09/14 28 49,860 2 3,970 5 5 4.00 12.57 10/09/14 28 50,370 4 4,010 5 6 4.00 12.57 10/09/14 28 50,390 4 4,010 Average (28 days) 4,000 5 7 4.00 12.57 11/06/14 56 51,600 5 4,110 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Daniel Duran The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0242 Service Date:09/15/14 8901 Carpenter Frwy., Suite 100 Report Date:09/18/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Kudret Aksu Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Structural Sheets/Details: S.202/5, S203.1, S304.1, S304.A, S304.5 S306, S307, S308 & S309, dated 03/12/12 Locations/Items Observed:Building C, Panel No.: #2 - #24, #27, #32 - #33, #60, #62 - #73 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/23/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0340 1184 Plant: Ticket No.: 136 25937256 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 85 76 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0442 Vincent Green 40/400 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/19/14 3 40,550 2 3,230 1 2 4.00 12.57 09/22/14 6 45,840 4 3,650 1 3 4.00 12.57 09/23/14 7 1 4 4.00 12.57 10/14/14 28 1 5 4.00 12.57 10/14/14 28 1 6 4.00 12.57 10/14/14 28 1 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/23/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0448 1429 Plant: Ticket No.: 136 25937322 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.8 0-3 84 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0602 Vincent Green 150/400 10 0 0 Panel No. 12Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/19/14 3 44,340 4 3,530 2 2 4.00 12.57 09/22/14 6 48,980 4 3,900 2 3 4.00 12.57 09/23/14 7 2 4 4.00 12.57 10/14/14 28 2 5 4.00 12.57 10/14/14 28 2 6 4.00 12.57 10/14/14 28 2 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/23/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0546 1396 Plant: Ticket No.: 136 25937377 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 87 75 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0744 Vincent Green 240/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/19/14 3 28,900 5 2,300 3 2 4.00 12.57 09/22/14 6 33,560 4 2,670 3 3 4.00 12.57 09/23/14 7 3 4 4.00 12.57 10/14/14 28 3 5 4.00 12.57 10/14/14 28 3 6 4.00 12.57 10/14/14 28 3 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/23/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1220 Plant: Ticket No.: 136 25937636 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 86 76 150.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0919 Vincent Green 300/360 10 10 0 Panel No. 32Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/19/14 3 25,160 5 2,000 4 2 4.00 12.57 09/22/14 6 33,880 1 2,700 4 3 4.00 12.57 09/23/14 7 4 4 4.00 12.57 10/14/14 28 4 5 4.00 12.57 10/14/14 28 4 6 4.00 12.57 10/14/14 28 4 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/24/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0340 1184 Plant: Ticket No.: 136 25937256 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 85 76 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0442 Vincent Green 40/400 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/19/14 3 40,550 2 3,230 1 2 4.00 12.57 09/22/14 6 45,840 4 3,650 1 3 4.00 12.57 09/23/14 7 47,570 2 3,790 1 4 4.00 12.57 10/14/14 28 1 5 4.00 12.57 10/14/14 28 1 6 4.00 12.57 10/14/14 28 1 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/24/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0448 1429 Plant: Ticket No.: 136 25937322 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.8 0-3 84 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0602 Vincent Green 150/400 10 0 0 Panel No. 12Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/19/14 3 44,340 4 3,530 2 2 4.00 12.57 09/22/14 6 48,980 4 3,900 2 3 4.00 12.57 09/23/14 7 53,440 5 4,250 2 4 4.00 12.57 10/14/14 28 2 5 4.00 12.57 10/14/14 28 2 6 4.00 12.57 10/14/14 28 2 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/24/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0546 1396 Plant: Ticket No.: 136 25937377 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 87 75 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0744 Vincent Green 240/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/19/14 3 28,900 5 2,300 3 2 4.00 12.57 09/22/14 6 33,560 4 2,670 3 3 4.00 12.57 09/23/14 7 39,530 4 3,150 3 4 4.00 12.57 10/14/14 28 3 5 4.00 12.57 10/14/14 28 3 6 4.00 12.57 10/14/14 28 3 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 09/24/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1220 Plant: Ticket No.: 136 25937636 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 86 76 150.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0919 Vincent Green 300/360 10 10 0 Panel No. 32Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/19/14 3 25,160 5 2,000 4 2 4.00 12.57 09/22/14 6 33,880 1 2,700 4 3 4.00 12.57 09/23/14 7 41,600 2 3,310 4 4 4.00 12.57 10/14/14 28 4 5 4.00 12.57 10/14/14 28 4 6 4.00 12.57 10/14/14 28 4 7 4.00 12.57 11/11/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 10/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0340 1184 Plant: Ticket No.: 136 25937256 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 85 76 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0442 Vincent Green 40/400 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/19/14 3 40,550 2 3,230 1 2 4.00 12.57 09/22/14 6 45,840 4 3,650 1 3 4.00 12.57 09/23/14 7 47,570 2 3,790 1 4 4.00 12.57 10/14/14 28 61,610 1 4,900 1 5 4.00 12.57 10/14/14 28 61,500 4 4,890 1 6 4.00 12.57 10/14/14 28 61,040 4 4,860 Average (28 days) 4,880 1 7 4.00 12.57 11/11/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 10/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0448 1429 Plant: Ticket No.: 136 25937322 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.8 0-3 84 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0602 Vincent Green 150/400 10 0 0 Panel No. 12Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/19/14 3 44,340 4 3,530 2 2 4.00 12.57 09/22/14 6 48,980 4 3,900 2 3 4.00 12.57 09/23/14 7 53,440 5 4,250 2 4 4.00 12.57 10/14/14 28 64,680 4 5,150 2 5 4.00 12.57 10/14/14 28 64,820 4 5,160 2 6 4.00 12.57 10/14/14 28 64,390 4 5,120 Average (28 days) 5,140 2 7 4.00 12.57 11/11/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 10/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0546 1396 Plant: Ticket No.: 136 25937377 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 87 75 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0744 Vincent Green 240/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/19/14 3 28,900 5 2,300 3 2 4.00 12.57 09/22/14 6 33,560 4 2,670 3 3 4.00 12.57 09/23/14 7 39,530 4 3,150 3 4 4.00 12.57 10/14/14 28 47,530 4 3,780 3 5 4.00 12.57 10/14/14 28 48,240 4 3,840 3 6 4.00 12.57 10/14/14 28 47,050 5 3,740 Average (28 days) 3,790 3 7 4.00 12.57 11/11/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 10/15/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1220 Plant: Ticket No.: 136 25937636 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 86 76 150.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0919 Vincent Green 300/360 10 10 0 Panel No. 32Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/19/14 3 25,160 5 2,000 4 2 4.00 12.57 09/22/14 6 33,880 1 2,700 4 3 4.00 12.57 09/23/14 7 41,600 2 3,310 4 4 4.00 12.57 10/14/14 28 51,140 4 4,070 4 5 4.00 12.57 10/14/14 28 51,020 4 4,060 4 6 4.00 12.57 10/14/14 28 47,930 5 3,810 Average (28 days) 3,980 4 7 4.00 12.57 11/11/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 11/12/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0340 1184 Plant: Ticket No.: 136 25937256 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.5 0-3 85 76 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0442 Vincent Green 40/400 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/19/14 3 40,550 2 3,230 1 2 4.00 12.57 09/22/14 6 45,840 4 3,650 1 3 4.00 12.57 09/23/14 7 47,570 2 3,790 1 4 4.00 12.57 10/14/14 28 61,610 1 4,900 1 5 4.00 12.57 10/14/14 28 61,500 4 4,890 1 6 4.00 12.57 10/14/14 28 61,040 4 4,860 Average (28 days) 4,880 1 7 4.00 12.57 11/11/14 56 66,140 2 5,260 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 11/12/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0448 1429 Plant: Ticket No.: 136 25937322 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.8 0-3 84 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0602 Vincent Green 150/400 10 0 0 Panel No. 12Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/19/14 3 44,340 4 3,530 2 2 4.00 12.57 09/22/14 6 48,980 4 3,900 2 3 4.00 12.57 09/23/14 7 53,440 5 4,250 2 4 4.00 12.57 10/14/14 28 64,680 4 5,150 2 5 4.00 12.57 10/14/14 28 64,820 4 5,160 2 6 4.00 12.57 10/14/14 28 64,390 4 5,120 Average (28 days) 5,140 2 7 4.00 12.57 11/11/14 56 67,590 1 5,380 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 11/12/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0546 1396 Plant: Ticket No.: 136 25937377 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 87 75 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0744 Vincent Green 240/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/19/14 3 28,900 5 2,300 3 2 4.00 12.57 09/22/14 6 33,560 4 2,670 3 3 4.00 12.57 09/23/14 7 39,530 4 3,150 3 4 4.00 12.57 10/14/14 28 47,530 4 3,780 3 5 4.00 12.57 10/14/14 28 48,240 4 3,840 3 6 4.00 12.57 10/14/14 28 47,050 5 3,740 Average (28 days) 3,790 3 7 4.00 12.57 11/11/14 56 49,580 4 3,950 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0243 09/16/14 11/12/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0833 1220 Plant: Ticket No.: 136 25937636 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 86 76 150.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/16/14 0919 Vincent Green 300/360 10 10 0 Panel No. 32Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C, Panels No. 2-23, 32-35Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/19/14 3 25,160 5 2,000 4 2 4.00 12.57 09/22/14 6 33,880 1 2,700 4 3 4.00 12.57 09/23/14 7 41,600 2 3,310 4 4 4.00 12.57 10/14/14 28 51,140 4 4,070 4 5 4.00 12.57 10/14/14 28 51,020 4 4,060 4 6 4.00 12.57 10/14/14 28 47,930 5 3,810 Average (28 days) 3,980 4 7 4.00 12.57 11/11/14 56 52,440 2 4,170 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0244 09/17/14 09/26/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1424 Plant: Ticket No.: 136 259381343 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 87 77 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/17/14 0707 Vincent Green 30/30 10 0 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building C, Panels #12, #14, #63, #68, #74A, #75A, #76A, & #77A Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 3 28,940 3 2,300 1 2 4.00 12.57 09/22/14 5 36,590 5 2,910 1 3 4.00 12.57 09/24/14 7 39,690 3 3,160 1 4 4.00 12.57 10/15/14 28 1 5 4.00 12.57 10/15/14 28 1 6 4.00 12.57 10/15/14 28 1 7 4.00 12.57 11/12/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0244 09/17/14 10/16/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1424 Plant: Ticket No.: 136 259381343 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 87 77 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/17/14 0707 Vincent Green 30/30 10 0 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building C, Panels #12, #14, #63, #68, #74A, #75A, #76A, & #77A Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 3 28,940 3 2,300 1 2 4.00 12.57 09/22/14 5 36,590 5 2,910 1 3 4.00 12.57 09/24/14 7 39,690 3 3,160 1 4 4.00 12.57 10/15/14 28 51,190 1 4,070 1 5 4.00 12.57 10/15/14 28 50,560 1 4,020 1 6 4.00 12.57 10/15/14 28 53,130 1 4,230 Average (28 days) 4,110 1 7 4.00 12.57 11/12/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0244 09/17/14 11/12/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1424 Plant: Ticket No.: 136 259381343 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.2 0-3 87 77 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/17/14 0707 Vincent Green 30/30 10 0 0 Panel #14Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building C, Panels #12, #14, #63, #68, #74A, #75A, #76A, & #77A Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 3 28,940 3 2,300 1 2 4.00 12.57 09/22/14 5 36,590 5 2,910 1 3 4.00 12.57 09/24/14 7 39,690 3 3,160 1 4 4.00 12.57 10/15/14 28 51,190 1 4,070 1 5 4.00 12.57 10/15/14 28 50,560 1 4,020 1 6 4.00 12.57 10/15/14 28 53,130 1 4,230 Average (28 days) 4,110 1 7 4.00 12.57 11/12/14 56 52,690 4 4,190 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0246 Service Date:09/18/14 8901 Carpenter Frwy., Suite 100 Report Date:09/24/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Tyrece Lewis Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Structural Sheets/Details: PNLB/6, dated 07-21-2014 Locations/Items Observed:Building B, Panels #7, #13, #14 - #17, #22 - #25, #29 - #38, & #42 - #45 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type X Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0247 Service Date:09/18/14 8901 Carpenter Frwy., Suite 100 Report Date:09/26/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Vincent Green Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 dgr PROJECT DATA Drawings Utilized:C6.01/Paving Details, dated 04/23/14 Locations/Items Observed:Paving, see attached sketch Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0415 1210 Plant: Ticket No.:25939252 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.2 3-6 85 75 146.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0458 Vincent Green 70/600 10 10 0 Sample #1, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/25/14 7 65,000 2 5,170 1 2 4.00 12.57 10/16/14 28 1 3 4.00 12.57 10/16/14 28 1 4 4.00 12.57 10/16/14 28 1 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0519 1181 Plant: Ticket No.:25939299 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.9 3-6 86 75 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0600 Vincent Green 140/600 10 0 0 Sample #2, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/25/14 7 60,110 3 4,780 2 2 4.00 12.57 10/16/14 28 2 3 4.00 12.57 10/16/14 28 2 4 4.00 12.57 10/16/14 28 2 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1427 Plant: Ticket No.:25939354 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0705 Vincent Green 240/600 10 15 0 Sample #3, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/25/14 7 53,980 1 4,300 3 2 4.00 12.57 10/16/14 28 3 3 4.00 12.57 10/16/14 28 3 4 4.00 12.57 10/16/14 28 3 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0724 1431 Plant: Ticket No.:25939447 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 82 76 147.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0822 Vincent Green 350/600 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/25/14 7 56,260 2 4,480 4 2 4.00 12.57 10/16/14 28 4 3 4.00 12.57 10/16/14 28 4 4 4.00 12.57 10/16/14 28 4 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0820 1164 Plant: Ticket No.:25939516 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 83 77 146.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0924 Vincent Green 440/600 10 5 0 Sample #5, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/25/14 7 49,620 5 3,950 5 2 4.00 12.57 10/16/14 28 5 3 4.00 12.57 10/16/14 28 5 4 4.00 12.57 10/16/14 28 5 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0923 1210 Plant: Ticket No.:25939621 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 77 146.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1020 Vincent Green 560/600 10 0 0 Sample #6, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/25/14 7 53,350 4 4,250 6 2 4.00 12.57 10/16/14 28 6 3 4.00 12.57 10/16/14 28 6 4 4.00 12.57 10/16/14 28 6 5 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0415 1210 Plant: Ticket No.:25939252 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.2 3-6 85 75 146.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0458 Vincent Green 70/600 10 10 0 Sample #1, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/25/14 7 65,000 2 5,170 1 2 4.00 12.57 10/16/14 28 74,780 3 5,950 1 3 4.00 12.57 10/16/14 28 69,980 5 5,570 1 4 4.00 12.57 10/16/14 28 71,970 2 5,730 Average (28 days) 5,750 1 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0519 1181 Plant: Ticket No.:25939299 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.9 3-6 86 75 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0600 Vincent Green 140/600 10 0 0 Sample #2, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/25/14 7 60,110 3 4,780 2 2 4.00 12.57 10/16/14 28 67,630 4 5,380 2 3 4.00 12.57 10/16/14 28 67,950 6 5,410 2 4 4.00 12.57 10/16/14 28 67,150 2 5,340 Average (28 days) 5,380 2 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1427 Plant: Ticket No.:25939354 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0705 Vincent Green 240/600 10 15 0 Sample #3, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/25/14 7 53,980 1 4,300 3 2 4.00 12.57 10/16/14 28 54,580 4 4,340 3 3 4.00 12.57 10/16/14 28 57,690 5 4,590 3 4 4.00 12.57 10/16/14 28 56,950 1 4,530 Average (28 days) 4,490 3 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0724 1431 Plant: Ticket No.:25939447 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 82 76 147.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0822 Vincent Green 350/600 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/25/14 7 56,260 2 4,480 4 2 4.00 12.57 10/16/14 28 66,850 3 5,320 4 3 4.00 12.57 10/16/14 28 63,770 2 5,080 4 4 4.00 12.57 10/16/14 28 65,080 6 5,180 Average (28 days) 5,190 4 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0820 1164 Plant: Ticket No.:25939516 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 83 77 146.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0924 Vincent Green 440/600 10 5 0 Sample #5, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/25/14 7 49,620 5 3,950 5 2 4.00 12.57 10/16/14 28 55,380 3 4,410 5 3 4.00 12.57 10/16/14 28 57,320 3 4,560 5 4 4.00 12.57 10/16/14 28 58,240 2 4,640 Average (28 days) 4,540 5 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0923 1210 Plant: Ticket No.:25939621 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 77 146.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1020 Vincent Green 560/600 10 0 0 Sample #6, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/25/14 7 53,350 4 4,250 6 2 4.00 12.57 10/16/14 28 63,200 2 5,030 6 3 4.00 12.57 10/16/14 28 66,200 5 5,270 6 4 4.00 12.57 10/16/14 28 58,910 3 4,690 Average (28 days) 5,000 6 5 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0415 1210 Plant: Ticket No.:25939252 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.2 3-6 85 75 146.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0458 Vincent Green 70/600 10 10 0 Sample #1, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/25/14 7 65,000 2 5,170 1 2 4.00 12.57 10/16/14 28 74,780 3 5,950 1 3 4.00 12.57 10/16/14 28 69,980 5 5,570 1 4 4.00 12.57 10/16/14 28 71,970 2 5,730 Average (28 days) 5,750 1 5 4.00 12.57 11/13/14 56 79,230 4 6,310 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0519 1181 Plant: Ticket No.:25939299 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.9 3-6 86 75 147.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0600 Vincent Green 140/600 10 0 0 Sample #2, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/25/14 7 60,110 3 4,780 2 2 4.00 12.57 10/16/14 28 67,630 4 5,380 2 3 4.00 12.57 10/16/14 28 67,950 6 5,410 2 4 4.00 12.57 10/16/14 28 67,150 2 5,340 Average (28 days) 5,380 2 5 4.00 12.57 11/13/14 56 75,600 4 6,020 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1427 Plant: Ticket No.:25939354 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0705 Vincent Green 240/600 10 15 0 Sample #3, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/25/14 7 53,980 1 4,300 3 2 4.00 12.57 10/16/14 28 54,580 4 4,340 3 3 4.00 12.57 10/16/14 28 57,690 5 4,590 3 4 4.00 12.57 10/16/14 28 56,950 1 4,530 Average (28 days) 4,490 3 5 4.00 12.57 11/13/14 56 65,480 4 5,210 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0724 1431 Plant: Ticket No.:25939447 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 82 76 147.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0822 Vincent Green 350/600 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/25/14 7 56,260 2 4,480 4 2 4.00 12.57 10/16/14 28 66,850 3 5,320 4 3 4.00 12.57 10/16/14 28 63,770 2 5,080 4 4 4.00 12.57 10/16/14 28 65,080 6 5,180 Average (28 days) 5,190 4 5 4.00 12.57 11/13/14 56 69,550 4 5,540 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0820 1164 Plant: Ticket No.:25939516 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 83 77 146.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 0924 Vincent Green 440/600 10 5 0 Sample #5, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/25/14 7 49,620 5 3,950 5 2 4.00 12.57 10/16/14 28 55,380 3 4,410 5 3 4.00 12.57 10/16/14 28 57,320 3 4,560 5 4 4.00 12.57 10/16/14 28 58,240 2 4,640 Average (28 days) 4,540 5 5 4.00 12.57 11/13/14 56 65,590 4 5,220 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0248 09/18/14 11/14/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0923 1210 Plant: Ticket No.:25939621 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 88 77 146.8 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1020 Vincent Green 560/600 10 0 0 Sample #6, see attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 6 1 4.00 12.57 09/25/14 7 53,350 4 4,250 6 2 4.00 12.57 10/16/14 28 63,200 2 5,030 6 3 4.00 12.57 10/16/14 28 66,200 5 5,270 6 4 4.00 12.57 10/16/14 28 58,910 3 4,690 Average (28 days) 5,000 6 5 4.00 12.57 11/13/14 56 68,240 4 5,430 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 6 of 6CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0250 09/18/14 09/29/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1432 Plant: Ticket No.: 259 25939919 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.3 0-3 90 78 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1458 Vincent Green 20/20 10 4 0 Pier Caps @ A/1, A.5/1, & A/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Pier Caps @ A/1, A.5/1, A/1.5, F.5/1, G/1, & G.5/1 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 2 31,820 5 2,530 1 2 4.00 12.57 09/22/14 4 33,110 2 2,640 1 3 4.00 12.57 09/25/14 7 39,630 5 3,150 1 4 4.00 12.57 10/16/14 28 1 5 4.00 12.57 10/16/14 28 1 6 4.00 12.57 10/16/14 28 1 7 4.00 12.57 11/13/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0250 09/18/14 10/17/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1432 Plant: Ticket No.: 259 25939919 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.3 0-3 90 78 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1458 Vincent Green 20/20 10 4 0 Pier Caps @ A/1, A.5/1, & A/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Pier Caps @ A/1, A.5/1, A/1.5, F.5/1, G/1, & G.5/1 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 2 31,820 5 2,530 1 2 4.00 12.57 09/22/14 4 33,110 2 2,640 1 3 4.00 12.57 09/25/14 7 39,630 5 3,150 1 4 4.00 12.57 10/16/14 28 46,310 3 3,690 1 5 4.00 12.57 10/16/14 28 46,050 1 3,670 1 6 4.00 12.57 10/16/14 28 43,240 5 3,440 Average (28 days) 3,600 1 7 4.00 12.57 11/13/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0250 09/18/14 11/13/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 1256 1432 Plant: Ticket No.: 259 25939919 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.3 0-3 90 78 147.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/18/14 1458 Vincent Green 20/20 10 4 0 Pier Caps @ A/1, A.5/1, & A/1.5Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. C Pier Caps @ A/1, A.5/1, A/1.5, F.5/1, G/1, & G.5/1 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/20/14 2 31,820 5 2,530 1 2 4.00 12.57 09/22/14 4 33,110 2 2,640 1 3 4.00 12.57 09/25/14 7 39,630 5 3,150 1 4 4.00 12.57 10/16/14 28 46,310 3 3,690 1 5 4.00 12.57 10/16/14 28 46,050 1 3,670 1 6 4.00 12.57 10/16/14 28 43,240 5 3,440 Average (28 days) 3,600 1 7 4.00 12.57 11/13/14 56 51,810 4 4,120 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 09/30/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0306 1427 Plant: Ticket No.: 136 25940097 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.1 0-3 84 71 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0341 Vincent Green 40/500 10 0 0 Panel No. 5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/23/14 4 38,820 5 3,090 1 2 4.00 12.57 09/24/14 5 46,040 5 3,660 1 3 4.00 12.57 09/26/14 7 48,120 4 3,830 1 4 4.00 12.57 10/17/14 28 1 5 4.00 12.57 10/17/14 28 1 6 4.00 12.57 10/17/14 28 1 7 4.00 12.57 11/14/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 09/30/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1176 Plant: Ticket No.: 136 25940165 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.3 0-3 83 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0453 Vincent Green 140/500 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/23/14 4 44,230 5 3,520 2 2 4.00 12.57 09/24/14 5 44,690 5 3,560 2 3 4.00 12.57 09/26/14 7 49,240 2 3,920 2 4 4.00 12.57 10/17/14 28 2 5 4.00 12.57 10/17/14 28 2 6 4.00 12.57 10/17/14 28 2 7 4.00 12.57 11/14/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 09/30/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1176 Plant: Ticket No.: 136 25940229 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.9 0-3 84 69 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0623 Vincent Green 240/500 10 0 0 Panel No. 23Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/23/14 4 38,170 5 3,040 3 2 4.00 12.57 09/24/14 5 39,860 4 3,170 3 3 4.00 12.57 09/26/14 7 43,990 2 3,500 3 4 4.00 12.57 10/17/14 28 3 5 4.00 12.57 10/17/14 28 3 6 4.00 12.57 10/17/14 28 3 7 4.00 12.57 11/14/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 09/30/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1427 Plant: Ticket No.: 136 2594030 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.0 0-3 85 72 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0723 Vincent Green 340/500 10 0 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/23/14 4 42,520 5 3,380 4 2 4.00 12.57 09/24/14 5 46,060 5 3,670 4 3 4.00 12.57 09/26/14 7 52,120 3 4,150 4 4 4.00 12.57 10/17/14 28 4 5 4.00 12.57 10/17/14 28 4 6 4.00 12.57 10/17/14 28 4 7 4.00 12.57 11/14/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 09/30/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0753 1236 Plant: Ticket No.: 136 25940408 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.2 0-3 83 23 152.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0921 Vincent Green 440/500 10 5 0 Panel No. 45Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/23/14 4 38,800 4 3,090 5 2 4.00 12.57 09/24/14 5 43,460 5 3,460 5 3 4.00 12.57 09/26/14 7 47,660 2 3,790 5 4 4.00 12.57 10/17/14 28 5 5 4.00 12.57 10/17/14 28 5 6 4.00 12.57 10/17/14 28 5 7 4.00 12.57 11/14/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 10/21/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0306 1427 Plant: Ticket No.: 136 25940097 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.1 0-3 84 71 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0341 Vincent Green 40/500 10 0 0 Panel No. 5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/23/14 4 38,820 5 3,090 1 2 4.00 12.57 09/24/14 5 46,040 5 3,660 1 3 4.00 12.57 09/26/14 7 48,120 4 3,830 1 4 4.00 12.57 10/17/14 28 52,570 6 4,180 1 5 4.00 12.57 10/17/14 28 56,090 4 4,460 1 6 4.00 12.57 10/17/14 28 57,850 2 4,600 Average (28 days) 4,410 1 7 4.00 12.57 11/14/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 10/21/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1176 Plant: Ticket No.: 136 25940165 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.3 0-3 83 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0453 Vincent Green 140/500 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/23/14 4 44,230 5 3,520 2 2 4.00 12.57 09/24/14 5 44,690 5 3,560 2 3 4.00 12.57 09/26/14 7 49,240 2 3,920 2 4 4.00 12.57 10/17/14 28 54,020 6 4,300 2 5 4.00 12.57 10/17/14 28 52,910 3 4,210 2 6 4.00 12.57 10/17/14 28 63,250 2 5,030 Average (28 days) 4,510 2 7 4.00 12.57 11/14/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 10/21/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1176 Plant: Ticket No.: 136 25940229 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.9 0-3 84 69 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0623 Vincent Green 240/500 10 0 0 Panel No. 23Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/23/14 4 38,170 5 3,040 3 2 4.00 12.57 09/24/14 5 39,860 4 3,170 3 3 4.00 12.57 09/26/14 7 43,990 2 3,500 3 4 4.00 12.57 10/17/14 28 56,990 3 4,540 3 5 4.00 12.57 10/17/14 28 48,740 6 3,880 3 6 4.00 12.57 10/17/14 28 52,590 2 4,190 Average (28 days) 4,200 3 7 4.00 12.57 11/14/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 10/21/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1427 Plant: Ticket No.: 136 2594030 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.0 0-3 85 72 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0723 Vincent Green 340/500 10 0 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/23/14 4 42,520 5 3,380 4 2 4.00 12.57 09/24/14 5 46,060 5 3,670 4 3 4.00 12.57 09/26/14 7 52,120 3 4,150 4 4 4.00 12.57 10/17/14 28 61,930 3 4,930 4 5 4.00 12.57 10/17/14 28 62,610 4 4,980 4 6 4.00 12.57 10/17/14 28 60,500 6 4,810 Average (28 days) 4,910 4 7 4.00 12.57 11/14/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 10/21/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0753 1236 Plant: Ticket No.: 136 25940408 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.2 0-3 83 23 152.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0921 Vincent Green 440/500 10 5 0 Panel No. 45Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/23/14 4 38,800 4 3,090 5 2 4.00 12.57 09/24/14 5 43,460 5 3,460 5 3 4.00 12.57 09/26/14 7 47,660 2 3,790 5 4 4.00 12.57 10/17/14 28 57,240 2 4,560 5 5 4.00 12.57 10/17/14 28 54,730 5 4,360 5 6 4.00 12.57 10/17/14 28 57,020 3 4,540 Average (28 days) 4,490 5 7 4.00 12.57 11/14/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0306 1427 Plant: Ticket No.: 136 25940097 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.1 0-3 84 71 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0341 Vincent Green 40/500 10 0 0 Panel No. 5Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/23/14 4 38,820 5 3,090 1 2 4.00 12.57 09/24/14 5 46,040 5 3,660 1 3 4.00 12.57 09/26/14 7 48,120 4 3,830 1 4 4.00 12.57 10/17/14 28 52,570 6 4,180 1 5 4.00 12.57 10/17/14 28 56,090 4 4,460 1 6 4.00 12.57 10/17/14 28 57,850 2 4,600 Average (28 days) 4,410 1 7 4.00 12.57 11/14/14 56 58,680 1 4,670 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0419 1176 Plant: Ticket No.: 136 25940165 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.3 0-3 83 70 150.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0453 Vincent Green 140/500 10 0 0 Panel No. 15Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/23/14 4 44,230 5 3,520 2 2 4.00 12.57 09/24/14 5 44,690 5 3,560 2 3 4.00 12.57 09/26/14 7 49,240 2 3,920 2 4 4.00 12.57 10/17/14 28 54,020 6 4,300 2 5 4.00 12.57 10/17/14 28 52,910 3 4,210 2 6 4.00 12.57 10/17/14 28 63,250 2 5,030 Average (28 days) 4,510 2 7 4.00 12.57 11/14/14 56 65,490 3 5,210 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0523 1176 Plant: Ticket No.: 136 25940229 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.9 0-3 84 69 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0623 Vincent Green 240/500 10 0 0 Panel No. 23Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/23/14 4 38,170 5 3,040 3 2 4.00 12.57 09/24/14 5 39,860 4 3,170 3 3 4.00 12.57 09/26/14 7 43,990 2 3,500 3 4 4.00 12.57 10/17/14 28 56,990 3 4,540 3 5 4.00 12.57 10/17/14 28 48,740 6 3,880 3 6 4.00 12.57 10/17/14 28 52,590 2 4,190 Average (28 days) 4,200 3 7 4.00 12.57 11/14/14 56 58,820 5 4,680 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0646 1427 Plant: Ticket No.: 136 2594030 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.0 0-3 85 72 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0723 Vincent Green 340/500 10 0 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/23/14 4 42,520 5 3,380 4 2 4.00 12.57 09/24/14 5 46,060 5 3,670 4 3 4.00 12.57 09/26/14 7 52,120 3 4,150 4 4 4.00 12.57 10/17/14 28 61,930 3 4,930 4 5 4.00 12.57 10/17/14 28 62,610 4 4,980 4 6 4.00 12.57 10/17/14 28 60,500 6 4,810 Average (28 days) 4,910 4 7 4.00 12.57 11/14/14 56 65,870 4 5,240 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 5CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0251 09/19/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0753 1236 Plant: Ticket No.: 136 25940408 Field Test Data Test Air Content (%): Result Specification 4 3-5 2.2 0-3 83 23 152.0 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/19/14 0921 Vincent Green 440/500 10 5 0 Panel No. 45Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg. B, Panels Nos. 4-17, 22-25, 29-38, 44-45, 47 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 5 1 4.00 12.57 09/23/14 4 38,800 4 3,090 5 2 4.00 12.57 09/24/14 5 43,460 5 3,460 5 3 4.00 12.57 09/26/14 7 47,660 2 3,790 5 4 4.00 12.57 10/17/14 28 57,240 2 4,560 5 5 4.00 12.57 10/17/14 28 54,730 5 4,360 5 6 4.00 12.57 10/17/14 28 57,020 3 4,540 Average (28 days) 4,490 5 7 4.00 12.57 11/14/14 56 61,950 4 4,930 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 5 of 5CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0253 Service Date:09/19/14 8901 Carpenter Frwy., Suite 100 Report Date:09/24/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Tyrece Lewis Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Sheets/Details: PNLB/1-6, dated 07-21-14 Locations/Items Observed:Building B, Panels #5, #6, #8, #10 & #12 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type X Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0255 Service Date:09/22/14 8901 Carpenter Frwy., Suite 100 Report Date:09/29/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Vincent Green Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Sheets/Details: C6.01/ Paving Details, dated 04-23-2014 Locations/Items Observed:Pavement, see attached sketch Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0353 1184 Plant: Ticket No.: 136 25941117 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 5.1 3-6 87 76 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0450 Vincent Green 70/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/29/14 7 58,990 4 4,690 1 2 4.00 12.57 10/20/14 28 1 3 4.00 12.57 10/20/14 28 1 4 4.00 12.57 10/20/14 28 1 5 4.00 12.57 11/17/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0452 1182 Plant: Ticket No.: 136 25941176 Field Test Data Test Air Content (%): Result Specification 5 3-5 5.8 3-6 85 76 145.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0534 Vincent Green 150/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/29/14 7 58,730 2 4,670 2 2 4.00 12.57 10/20/14 28 2 3 4.00 12.57 10/20/14 28 2 4 4.00 12.57 10/20/14 28 2 5 4.00 12.57 11/17/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1431 Plant: Ticket No.: 136 25941237 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.7 3-6 83 74 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0727 Vincent Green 270/430 10 20 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/29/14 7 60,400 6 4,810 3 2 4.00 12.57 10/20/14 28 3 3 4.00 12.57 10/20/14 28 3 4 4.00 12.57 10/20/14 28 3 5 4.00 12.57 11/17/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/02/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0713 1446 Plant: Ticket No.: 136 25941325 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 Vincent Green 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/29/14 7 57,710 3 4,590 4 2 4.00 12.57 10/20/14 28 4 3 4.00 12.57 10/20/14 28 4 4 4.00 12.57 10/20/14 28 4 5 4.00 12.57 11/17/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0353 1184 Plant: Ticket No.: 136 25941117 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 5.1 3-6 87 76 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0450 Vincent Green 70/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/29/14 7 58,990 4 4,690 1 2 4.00 12.57 10/20/14 28 63,040 6 5,020 1 3 4.00 12.57 10/20/14 28 60,630 5 4,830 1 4 4.00 12.57 10/20/14 28 63,040 2 5,020 Average (28 days) 4,960 1 5 4.00 12.57 11/17/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0452 1182 Plant: Ticket No.: 136 25941176 Field Test Data Test Air Content (%): Result Specification 5 3-5 5.8 3-6 85 76 145.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0534 Vincent Green 150/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/29/14 7 58,730 2 4,670 2 2 4.00 12.57 10/20/14 28 64,230 4 5,110 2 3 4.00 12.57 10/20/14 28 60,400 5 4,810 2 4 4.00 12.57 10/20/14 28 61,000 3 4,850 Average (28 days) 4,920 2 5 4.00 12.57 11/17/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1431 Plant: Ticket No.: 136 25941237 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.7 3-6 83 74 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0727 Vincent Green 270/430 10 20 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/29/14 7 60,400 6 4,810 3 2 4.00 12.57 10/20/14 28 61,450 4 4,890 3 3 4.00 12.57 10/20/14 28 64,840 6 5,160 3 4 4.00 12.57 10/20/14 28 65,460 1 5,210 Average (28 days) 5,090 3 5 4.00 12.57 11/17/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0713 1446 Plant: Ticket No.: 136 25941325 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 Vincent Green 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/29/14 7 57,710 3 4,590 4 2 4.00 12.57 10/20/14 28 61,850 5 4,920 4 3 4.00 12.57 10/20/14 28 62,680 2 4,990 4 4 4.00 12.57 10/20/14 28 61,060 5 4,860 Average (28 days) 4,920 4 5 4.00 12.57 11/17/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0353 1184 Plant: Ticket No.: 136 25941117 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 5.1 3-6 87 76 149.6 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0450 Vincent Green 70/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/29/14 7 58,990 4 4,690 1 2 4.00 12.57 10/20/14 28 63,040 6 5,020 1 3 4.00 12.57 10/20/14 28 60,630 5 4,830 1 4 4.00 12.57 10/20/14 28 63,040 2 5,020 Average (28 days) 4,960 1 5 4.00 12.57 11/17/14 56 67,070 5 5,340 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0452 1182 Plant: Ticket No.: 136 25941176 Field Test Data Test Air Content (%): Result Specification 5 3-5 5.8 3-6 85 76 145.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0534 Vincent Green 150/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/29/14 7 58,730 2 4,670 2 2 4.00 12.57 10/20/14 28 64,230 4 5,110 2 3 4.00 12.57 10/20/14 28 60,400 5 4,810 2 4 4.00 12.57 10/20/14 28 61,000 3 4,850 Average (28 days) 4,920 2 5 4.00 12.57 11/17/14 56 72,510 4 5,770 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0614 1431 Plant: Ticket No.: 136 25941237 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.7 3-6 83 74 148.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 0727 Vincent Green 270/430 10 20 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/29/14 7 60,400 6 4,810 3 2 4.00 12.57 10/20/14 28 61,450 4 4,890 3 3 4.00 12.57 10/20/14 28 64,840 6 5,160 3 4 4.00 12.57 10/20/14 28 65,460 1 5,210 Average (28 days) 5,090 3 5 4.00 12.57 11/17/14 56 68,580 4 5,460 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0256 09/22/14 11/17/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 0713 1446 Plant: Ticket No.: 136 25941325 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 85 74 148.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/22/14 Vincent Green 350/430 10 0 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pavement, see attached sketchPlacement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 09/29/14 7 57,710 3 4,590 4 2 4.00 12.57 10/20/14 28 61,850 5 4,920 4 3 4.00 12.57 10/20/14 28 62,680 2 4,990 4 4 4.00 12.57 10/20/14 28 61,060 5 4,860 Average (28 days) 4,920 4 5 4.00 12.57 11/17/14 56 72,450 2 5,770 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0257 Service Date:09/22/14 8901 Carpenter Frwy., Suite 100 Report Date:09/26/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To:Project Superintendent Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 sbv PROJECT DATA Drawings Utilized:Structural Sheets/Details: S.202/5, S203.1, S304.1, S304.A, S304.5 S306, S307, S308 & S309, dated 03/12/12 Locations/Items Observed:Building B, Panels #1- #4, #18-#21, #26-#28, #39-#41, #46, #48-#57, #58A, # 58B, #59A, #59B, #59C, #60A, & #60B Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 10/01/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0643 1443 Plant: Ticket No.: 236 25942199 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 79 64 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 0749 Vincent Green 40/200 10 0 0 Panel No. 28Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/26/14 3 27,710 6 2,210 1 2 4.00 12.57 09/29/14 6 51,540 5 4,100 1 3 4.00 12.57 09/30/14 7 55,230 4 4,400 1 4 4.00 12.57 10/21/14 28 1 5 4.00 12.57 10/21/14 28 1 6 4.00 12.57 10/21/14 28 1 7 4.00 12.57 11/18/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 10/01/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0851 1425 Plant: Ticket No.: 236 25942381 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 83 67 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 1025 Vincent Green 140/200 10 20 0 Panel No. 51Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/26/14 3 28,780 6 2,290 2 2 4.00 12.57 09/29/14 6 35,960 4 2,860 2 3 4.00 12.57 09/30/14 7 41,070 2 3,270 2 4 4.00 12.57 10/21/14 28 2 5 4.00 12.57 10/21/14 28 2 6 4.00 12.57 10/21/14 28 2 7 4.00 12.57 11/18/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0643 1443 Plant: Ticket No.: 236 25942199 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 79 64 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 0749 Vincent Green 40/200 10 0 0 Panel No. 28Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/26/14 3 27,710 6 2,210 1 2 4.00 12.57 09/29/14 6 51,540 5 4,100 1 3 4.00 12.57 09/30/14 7 55,230 4 4,400 1 4 4.00 12.57 10/21/14 28 60,530 2 4,820 1 5 4.00 12.57 10/21/14 28 58,800 5 4,680 1 6 4.00 12.57 10/21/14 28 58,120 6 4,630 Average (28 days) 4,710 1 7 4.00 12.57 11/18/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 10/22/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0851 1425 Plant: Ticket No.: 236 25942381 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 83 67 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 1025 Vincent Green 140/200 10 20 0 Panel No. 51Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/26/14 3 28,780 6 2,290 2 2 4.00 12.57 09/29/14 6 35,960 4 2,860 2 3 4.00 12.57 09/30/14 7 41,070 2 3,270 2 4 4.00 12.57 10/21/14 28 51,430 3 4,090 2 5 4.00 12.57 10/21/14 28 49,570 5 3,950 2 6 4.00 12.57 10/21/14 28 51,760 2 4,120 Average (28 days) 4,050 2 7 4.00 12.57 11/18/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 11/18/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0643 1443 Plant: Ticket No.: 236 25942199 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.7 0-3 79 64 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 0749 Vincent Green 40/200 10 0 0 Panel No. 28Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/26/14 3 27,710 6 2,210 1 2 4.00 12.57 09/29/14 6 51,540 5 4,100 1 3 4.00 12.57 09/30/14 7 55,230 4 4,400 1 4 4.00 12.57 10/21/14 28 60,530 2 4,820 1 5 4.00 12.57 10/21/14 28 58,800 5 4,680 1 6 4.00 12.57 10/21/14 28 58,120 6 4,630 Average (28 days) 4,710 1 7 4.00 12.57 11/18/14 56 60,390 3 4,810 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0258 09/23/14 11/18/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0851 1425 Plant: Ticket No.: 236 25942381 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.6 0-3 83 67 151.2 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/23/14 1025 Vincent Green 140/200 10 20 0 Panel No. 51Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Bldg B, Panels Nos. 26-28, 20, 19, 4, 3, 1, 39-41, 57, 56, 53, 46, 58A, 58B, 2, 48-50, 11, 9, 59A, 59B, 59C, 51, 54, 55, 18, 52, 21, 60A & 60B Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/26/14 3 28,780 6 2,290 2 2 4.00 12.57 09/29/14 6 35,960 4 2,860 2 3 4.00 12.57 09/30/14 7 41,070 2 3,270 2 4 4.00 12.57 10/21/14 28 51,430 3 4,090 2 5 4.00 12.57 10/21/14 28 49,570 5 3,950 2 6 4.00 12.57 10/21/14 28 51,760 2 4,120 Average (28 days) 4,050 2 7 4.00 12.57 11/18/14 56 57,620 2 4,590 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0260 Service Date:09/24/14 8901 Carpenter Frwy., Suite 100 Report Date:10/02/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Vincent Green Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 dgr PROJECT DATA Drawings Utilized:S3.1/12, dated 10/24/13 Locations/Items Observed:Building B, Pier Caps, see attached sketch Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0261 09/24/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 1546 1159 Plant: Ticket No.: 259 25944137 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.2 0-3 81 86 150.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/24/14 1702 Vincent Green 10/10 10 10 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pier Caps, Bldg. B, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/27/14 3 46,020 2 3,660 1 2 4.00 12.57 09/29/14 5 46,220 4 3,680 1 3 4.00 12.57 10/01/14 7 56,760 4 4,520 1 4 4.00 12.57 10/22/14 28 1 5 4.00 12.57 10/22/14 28 1 6 4.00 12.57 10/22/14 28 1 7 4.00 12.57 11/19/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0261 09/24/14 10/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 1546 1159 Plant: Ticket No.: 259 25944137 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.2 0-3 81 86 150.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/24/14 1702 Vincent Green 10/10 10 10 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pier Caps, Bldg. B, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/27/14 3 46,020 2 3,660 1 2 4.00 12.57 09/29/14 5 46,220 4 3,680 1 3 4.00 12.57 10/01/14 7 56,760 4 4,520 1 4 4.00 12.57 10/22/14 28 62,060 5 4,940 1 5 4.00 12.57 10/22/14 28 65,720 4 5,230 1 6 4.00 12.57 10/22/14 28 62,820 1 5,000 Average (28 days) 5,060 1 7 4.00 12.57 11/19/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0261 09/24/14 11/19/14 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 140P25P1 Redi-Mix Material Information 1546 1159 Plant: Ticket No.: 259 25944137 Field Test Data Test Air Content (%): Result Specification 4 3-5 1.2 0-3 81 86 150.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/24/14 1702 Vincent Green 10/10 10 10 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Pier Caps, Bldg. B, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/27/14 3 46,020 2 3,660 1 2 4.00 12.57 09/29/14 5 46,220 4 3,680 1 3 4.00 12.57 10/01/14 7 56,760 4 4,520 1 4 4.00 12.57 10/22/14 28 62,060 5 4,940 1 5 4.00 12.57 10/22/14 28 65,720 4 5,230 1 6 4.00 12.57 10/22/14 28 62,820 1 5,000 Average (28 days) 5,060 1 7 4.00 12.57 11/19/14 56 71,740 1 5,710 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0263 Service Date:09/25/14 8901 Carpenter Frwy., Suite 100 Report Date:10/02/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 dgr PROJECT DATA Drawings Utilized:S14-05-572/Each Panel #, dated 07/22/14 Locations/Items Observed:Bldg. A, Panels Nos. 20, 21, 22, 23, 3, 4, 5, 6, 7, 9, 11, 12, 13 & 14 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0407 1452 Plant: Ticket No.: 136 25945237 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.4 0-3 83 69 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0450 Vincent Green 80/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/30/14 4 40,240 5 3,200 1 2 4.00 12.57 10/01/14 5 43,780 5 3,480 1 3 4.00 12.57 10/03/14 7 1 4 4.00 12.57 10/24/14 28 1 5 4.00 12.57 10/24/14 28 1 6 4.00 12.57 10/24/14 28 1 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0524 1428 Plant: Ticket No.: 136 25945296 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 82 67 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0641 Vincent Green 170/400 10 20 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/30/14 4 34,210 5 2,720 2 2 4.00 12.57 10/01/14 5 35,340 6 2,810 2 3 4.00 12.57 10/03/14 7 2 4 4.00 12.57 10/24/14 28 2 5 4.00 12.57 10/24/14 28 2 6 4.00 12.57 10/24/14 28 2 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/03/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0617 1191 Plant: Ticket No.: 136 25945374 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.8 0-3 82 67 152.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0733 Vincent Green 250/400 10 0 0 Panel No. 37Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/30/14 4 32,760 5 2,610 3 2 4.00 12.57 10/01/14 5 38,120 5 3,030 3 3 4.00 12.57 10/03/14 7 3 4 4.00 12.57 10/24/14 28 3 5 4.00 12.57 10/24/14 28 3 6 4.00 12.57 10/24/14 28 3 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/07/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0407 1452 Plant: Ticket No.: 136 25945237 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.4 0-3 83 69 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0450 Vincent Green 80/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/30/14 4 40,240 5 3,200 1 2 4.00 12.57 10/01/14 5 43,780 5 3,480 1 3 4.00 12.57 10/03/14 7 46,170 5 3,670 1 4 4.00 12.57 10/24/14 28 1 5 4.00 12.57 10/24/14 28 1 6 4.00 12.57 10/24/14 28 1 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/07/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0524 1428 Plant: Ticket No.: 136 25945296 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 82 67 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0641 Vincent Green 170/400 10 20 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/30/14 4 34,210 5 2,720 2 2 4.00 12.57 10/01/14 5 35,340 6 2,810 2 3 4.00 12.57 10/03/14 7 39,700 2 3,160 2 4 4.00 12.57 10/24/14 28 2 5 4.00 12.57 10/24/14 28 2 6 4.00 12.57 10/24/14 28 2 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/07/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0617 1191 Plant: Ticket No.: 136 25945374 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.8 0-3 82 67 152.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0733 Vincent Green 250/400 10 0 0 Panel No. 37Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/30/14 4 32,760 5 2,610 3 2 4.00 12.57 10/01/14 5 38,120 5 3,030 3 3 4.00 12.57 10/03/14 7 45,380 5 3,610 3 4 4.00 12.57 10/24/14 28 3 5 4.00 12.57 10/24/14 28 3 6 4.00 12.57 10/24/14 28 3 7 4.00 12.57 11/21/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/27/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0407 1452 Plant: Ticket No.: 136 25945237 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.4 0-3 83 69 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0450 Vincent Green 80/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/30/14 4 40,240 5 3,200 1 2 4.00 12.57 10/01/14 5 43,780 5 3,480 1 3 4.00 12.57 10/03/14 7 46,170 5 3,670 1 4 4.00 12.57 10/24/14 28 54,900 3 4,370 1 5 4.00 12.57 10/24/14 28 49,670 6 3,950 1 6 4.00 12.57 10/24/14 28 56,800 4 4,520 Average (28 days) 4,280 1 7 4.00 12.57 11/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/27/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0524 1428 Plant: Ticket No.: 136 25945296 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 82 67 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0641 Vincent Green 170/400 10 20 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/30/14 4 34,210 5 2,720 2 2 4.00 12.57 10/01/14 5 35,340 6 2,810 2 3 4.00 12.57 10/03/14 7 39,700 2 3,160 2 4 4.00 12.57 10/24/14 28 49,730 2 3,960 2 5 4.00 12.57 10/24/14 28 49,190 3 3,910 2 6 4.00 12.57 10/24/14 28 46,320 3 3,690 Average (28 days) 3,850 2 7 4.00 12.57 11/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 10/27/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0617 1191 Plant: Ticket No.: 136 25945374 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.8 0-3 82 67 152.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0733 Vincent Green 250/400 10 0 0 Panel No. 37Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/30/14 4 32,760 5 2,610 3 2 4.00 12.57 10/01/14 5 38,120 5 3,030 3 3 4.00 12.57 10/03/14 7 45,380 5 3,610 3 4 4.00 12.57 10/24/14 28 56,580 2 4,500 3 5 4.00 12.57 10/24/14 28 55,050 6 4,380 3 6 4.00 12.57 10/24/14 28 54,950 5 4,370 Average (28 days) 4,420 3 7 4.00 12.57 11/21/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 11/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0407 1452 Plant: Ticket No.: 136 25945237 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.4 0-3 83 69 151.6 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0450 Vincent Green 80/400 10 0 0 Panel No. 20Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 09/30/14 4 40,240 5 3,200 1 2 4.00 12.57 10/01/14 5 43,780 5 3,480 1 3 4.00 12.57 10/03/14 7 46,170 5 3,670 1 4 4.00 12.57 10/24/14 28 54,900 3 4,370 1 5 4.00 12.57 10/24/14 28 49,670 6 3,950 1 6 4.00 12.57 10/24/14 28 56,800 4 4,520 Average (28 days) 4,280 1 7 4.00 12.57 11/21/14 56 61,760 2 4,920 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 11/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0524 1428 Plant: Ticket No.: 136 25945296 Field Test Data Test Air Content (%): Result Specification 5 3-5 1.7 0-3 82 67 152.4 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0641 Vincent Green 170/400 10 20 0 Panel No. 29Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 09/30/14 4 34,210 5 2,720 2 2 4.00 12.57 10/01/14 5 35,340 6 2,810 2 3 4.00 12.57 10/03/14 7 39,700 2 3,160 2 4 4.00 12.57 10/24/14 28 49,730 2 3,960 2 5 4.00 12.57 10/24/14 28 49,190 3 3,910 2 6 4.00 12.57 10/24/14 28 46,320 3 3,690 Average (28 days) 3,850 2 7 4.00 12.57 11/21/14 56 49,580 2 3,950 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0265 09/26/14 11/24/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P1 Redi-Mix Material Information 0617 1191 Plant: Ticket No.: 136 25945374 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 1.8 0-3 82 67 152.8 3,500 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/26/14 0733 Vincent Green 250/400 10 0 0 Panel No. 37Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels Nos. 3-9, 11-14, 20-23, 27-34, 36-39, Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 09/30/14 4 32,760 5 2,610 3 2 4.00 12.57 10/01/14 5 38,120 5 3,030 3 3 4.00 12.57 10/03/14 7 45,380 5 3,610 3 4 4.00 12.57 10/24/14 28 56,580 2 4,500 3 5 4.00 12.57 10/24/14 28 55,050 6 4,380 3 6 4.00 12.57 10/24/14 28 54,950 5 4,370 Average (28 days) 4,420 3 7 4.00 12.57 11/21/14 56 60,310 2 4,800 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3CR0001, 11-16-12, Rev.6 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number:94141126.0267 Service Date:09/29/14 8901 Carpenter Frwy., Suite 100 Report Date:09/30/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Structural steel observations. Terracon Rep.: Randy T. Walcker, C.W.I. Reported To: Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 sbv On this date, Terracon's representative arrived at the above referenced job site as scheduled for structural steel observations. A visual observation was performed as noted below. A.Building D, Foundation Level @ A-P/1-5: *1.Tilt wall panel to pier cap welded connections. *AA. East wall line 5, four locations were found to not be welded. *BB. South wall Line P, leaveout panel. CC. West and North walls, all welds were determined to be compliant. B.Building D, Roof Level Framing @ A-G/1-5: *1.Column anchor bolts, missing bolt at E/4 and expansion line F, the nuts were found to be loose on all three columns. 2. Joist and girder seat welds were determined to be compliant. *3. Joist bridging not complete. 4. Joist seat support lug weldments at the tilt wall panel embed plates @ Line A, were determined to be compliant. *Noted discrepancies and/or incomplete work. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0268 Service Date:09/29/14 8901 Carpenter Frwy., Suite 100 Report Date:10/06/14 Dallas, TX 75247 214-630-1010 Reg No: F-3272 Client Project ML Realty Partners Park West Crossing Attn: Timothy Geisler 910, 920 & 930 Freeport Pkwy One Pierce Pl Ste 450W & 631 Southwestern Blvd Itasca, IL 60143 Coppell, TX Project Number: 94141126 Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Paul Butler Reported To:Project Superintendent Contractor:Structure Tone Southwest Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole(1) Structure Tone Southwest Inc., Robin Povey Reviewed By:____________________________________ James D. Baze Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. R940003, 07-01-12, Rev.0 Page 1 of 1 tp PROJECT DATA Drawings Utilized:Sheets/Detail: 14-05-572/Each Panel No., dated 07/22/14 Locations/Items Observed:Building A, Panel Nos.: 56A, 56B, 49, 59, 51, 50, 19, 60, 15, 17, 18, 8, 10, 47, 55C, 55A, 46, 54A, 54B, 53, 45, 52, 44, 2, 42, 55B, 37, 38, 39, 40, 1, 43, 41, 36, 35, 24, 25 & 26; SW #1, #2, #3; & Building D, SW #1, #2 & #3 Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: No discrepancies were noted at the time of this observation. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/07/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0402 1190 Plant: Ticket No.: 136 25947324 Field Test Data Test Air Content (%): Result Specification 3 1/2 3-5 2.1 0-3 87 73 155.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0438 Vincent Green 50/300 10 0 0 Panel #42Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/02/14 2 63,850 5 5,080 1 2 4.00 12.57 10/03/14 3 63,180 5 5,030 1 3 4.00 12.57 10/06/14 6 74,000 4 5,890 1 4 4.00 12.57 10/07/14 7 1 5 4.00 12.57 10/28/14 28 1 6 4.00 12.57 10/28/14 28 1 7 4.00 12.57 10/28/14 28 1 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/07/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0552 1422 Plant: Ticket No.: 136 25947438 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.6 0-3 87 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0634 Vincent Green 150/300 10 10 0 Panel #46Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 10/02/14 2 52,530 2 4,180 2 2 4.00 12.57 10/03/14 3 58,650 4 4,670 2 3 4.00 12.57 10/06/14 6 59,260 4 4,720 2 4 4.00 12.57 10/07/14 7 2 5 4.00 12.57 10/28/14 28 2 6 4.00 12.57 10/28/14 28 2 7 4.00 12.57 10/28/14 28 2 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/07/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0753 1220 Plant: Ticket No.: 136 25947637 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.7 0-3 88 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0907 Vincent Green 240/300 10 20 0 Panel #49Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 10/02/14 2 52,230 2 4,160 3 2 4.00 12.57 10/03/14 3 53,840 4 4,280 3 3 4.00 12.57 10/06/14 6 60,250 2 4,800 3 4 4.00 12.57 10/07/14 7 3 5 4.00 12.57 10/28/14 28 3 6 4.00 12.57 10/28/14 28 3 7 4.00 12.57 10/28/14 28 3 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/07/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 1019 1183 Plant: Ticket No.: 136 25947908 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.0 0-3 91 81 152.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1105 Vincent Green 340/350 10 0 0 Building D, Panel Shear Wall2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 10/02/14 2 45,040 1 3,580 4 2 4.00 12.57 10/03/14 3 48,520 4 3,860 4 3 4.00 12.57 10/06/14 6 56,970 4 4,530 4 4 4.00 12.57 10/07/14 7 4 5 4.00 12.57 10/28/14 28 4 6 4.00 12.57 10/28/14 28 4 7 4.00 12.57 10/28/14 28 4 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/09/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0402 1190 Plant: Ticket No.: 136 25947324 Field Test Data Test Air Content (%): Result Specification 3 1/2 3-5 2.1 0-3 87 73 155.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0438 Vincent Green 50/300 10 0 0 Panel #42Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/02/14 2 63,850 5 5,080 1 2 4.00 12.57 10/03/14 3 63,180 5 5,030 1 3 4.00 12.57 10/06/14 6 74,000 4 5,890 1 4 4.00 12.57 10/07/14 7 81,710 1 6,500 1 5 4.00 12.57 10/28/14 28 1 6 4.00 12.57 10/28/14 28 1 7 4.00 12.57 10/28/14 28 1 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/09/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0552 1422 Plant: Ticket No.: 136 25947438 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.6 0-3 87 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0634 Vincent Green 150/300 10 10 0 Panel #46Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 10/02/14 2 52,530 2 4,180 2 2 4.00 12.57 10/03/14 3 58,650 4 4,670 2 3 4.00 12.57 10/06/14 6 59,260 4 4,720 2 4 4.00 12.57 10/07/14 7 70,230 1 5,590 2 5 4.00 12.57 10/28/14 28 2 6 4.00 12.57 10/28/14 28 2 7 4.00 12.57 10/28/14 28 2 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/09/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0753 1220 Plant: Ticket No.: 136 25947637 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.7 0-3 88 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0907 Vincent Green 240/300 10 20 0 Panel #49Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 10/02/14 2 52,230 2 4,160 3 2 4.00 12.57 10/03/14 3 53,840 4 4,280 3 3 4.00 12.57 10/06/14 6 60,250 2 4,800 3 4 4.00 12.57 10/07/14 7 67,000 4 5,330 3 5 4.00 12.57 10/28/14 28 3 6 4.00 12.57 10/28/14 28 3 7 4.00 12.57 10/28/14 28 3 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/09/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 1019 1183 Plant: Ticket No.: 136 25947908 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.0 0-3 91 81 152.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1105 Vincent Green 340/350 10 0 0 Building D, Panel Shear Wall2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 10/02/14 2 45,040 1 3,580 4 2 4.00 12.57 10/03/14 3 48,520 4 3,860 4 3 4.00 12.57 10/06/14 6 56,970 4 4,530 4 4 4.00 12.57 10/07/14 7 65,210 4 5,190 4 5 4.00 12.57 10/28/14 28 4 6 4.00 12.57 10/28/14 28 4 7 4.00 12.57 10/28/14 28 4 8 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/30/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0402 1190 Plant: Ticket No.: 136 25947324 Field Test Data Test Air Content (%): Result Specification 3 1/2 3-5 2.1 0-3 87 73 155.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0438 Vincent Green 50/300 10 0 0 Panel #42Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/02/14 2 63,850 5 5,080 1 2 4.00 12.57 10/03/14 3 63,180 5 5,030 1 3 4.00 12.57 10/06/14 6 74,000 4 5,890 1 4 4.00 12.57 10/07/14 7 81,710 1 6,500 1 5 4.00 12.57 10/28/14 28 92,680 3 7,380 1 6 4.00 12.57 10/28/14 28 87,430 4 6,960 1 7 4.00 12.57 10/28/14 28 89,020 4 7,080 Average (28 days) 7,140 1 8 4.00 12.57 11/25/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/30/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0552 1422 Plant: Ticket No.: 136 25947438 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.6 0-3 87 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0634 Vincent Green 150/300 10 10 0 Panel #46Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 10/02/14 2 52,530 2 4,180 2 2 4.00 12.57 10/03/14 3 58,650 4 4,670 2 3 4.00 12.57 10/06/14 6 59,260 4 4,720 2 4 4.00 12.57 10/07/14 7 70,230 1 5,590 2 5 4.00 12.57 10/28/14 28 81,550 1 6,490 2 6 4.00 12.57 10/28/14 28 79,040 4 6,290 2 7 4.00 12.57 10/28/14 28 78,760 4 6,270 Average (28 days) 6,350 2 8 4.00 12.57 11/25/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/30/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0753 1220 Plant: Ticket No.: 136 25947637 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.7 0-3 88 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0907 Vincent Green 240/300 10 20 0 Panel #49Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 10/02/14 2 52,230 2 4,160 3 2 4.00 12.57 10/03/14 3 53,840 4 4,280 3 3 4.00 12.57 10/06/14 6 60,250 2 4,800 3 4 4.00 12.57 10/07/14 7 67,000 4 5,330 3 5 4.00 12.57 10/28/14 28 76,280 4 6,070 3 6 4.00 12.57 10/28/14 28 76,250 4 6,070 3 7 4.00 12.57 10/28/14 28 75,200 1 5,980 Average (28 days) 6,040 3 8 4.00 12.57 11/25/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 10/30/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 1019 1183 Plant: Ticket No.: 136 25947908 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.0 0-3 91 81 152.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1105 Vincent Green 340/350 10 0 0 Building D, Panel Shear Wall2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 10/02/14 2 45,040 1 3,580 4 2 4.00 12.57 10/03/14 3 48,520 4 3,860 4 3 4.00 12.57 10/06/14 6 56,970 4 4,530 4 4 4.00 12.57 10/07/14 7 65,210 4 5,190 4 5 4.00 12.57 10/28/14 28 75,960 1 6,050 4 6 4.00 12.57 10/28/14 28 74,450 5 5,930 4 7 4.00 12.57 10/28/14 28 71,760 1 5,710 Average (28 days) 5,900 4 8 4.00 12.57 11/25/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 11/25/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0402 1190 Plant: Ticket No.: 136 25947324 Field Test Data Test Air Content (%): Result Specification 3 1/2 3-5 2.1 0-3 87 73 155.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0438 Vincent Green 50/300 10 0 0 Panel #42Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/02/14 2 63,850 5 5,080 1 2 4.00 12.57 10/03/14 3 63,180 5 5,030 1 3 4.00 12.57 10/06/14 6 74,000 4 5,890 1 4 4.00 12.57 10/07/14 7 81,710 1 6,500 1 5 4.00 12.57 10/28/14 28 92,680 3 7,380 1 6 4.00 12.57 10/28/14 28 87,430 4 6,960 1 7 4.00 12.57 10/28/14 28 89,020 4 7,080 Average (28 days) 7,140 1 8 4.00 12.57 11/25/14 56 96,570 1 7,690 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 11/25/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0552 1422 Plant: Ticket No.: 136 25947438 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 2.6 0-3 87 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0634 Vincent Green 150/300 10 10 0 Panel #46Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 2 1 4.00 12.57 10/02/14 2 52,530 2 4,180 2 2 4.00 12.57 10/03/14 3 58,650 4 4,670 2 3 4.00 12.57 10/06/14 6 59,260 4 4,720 2 4 4.00 12.57 10/07/14 7 70,230 1 5,590 2 5 4.00 12.57 10/28/14 28 81,550 1 6,490 2 6 4.00 12.57 10/28/14 28 79,040 4 6,290 2 7 4.00 12.57 10/28/14 28 78,760 4 6,270 Average (28 days) 6,350 2 8 4.00 12.57 11/25/14 56 82,380 1 6,560 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 11/25/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 0753 1220 Plant: Ticket No.: 136 25947637 Field Test Data Test Air Content (%): Result Specification 5 3-5 2.7 0-3 88 71 153.2 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 0907 Vincent Green 240/300 10 20 0 Panel #49Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 3 1 4.00 12.57 10/02/14 2 52,230 2 4,160 3 2 4.00 12.57 10/03/14 3 53,840 4 4,280 3 3 4.00 12.57 10/06/14 6 60,250 2 4,800 3 4 4.00 12.57 10/07/14 7 67,000 4 5,330 3 5 4.00 12.57 10/28/14 28 76,280 4 6,070 3 6 4.00 12.57 10/28/14 28 76,250 4 6,070 3 7 4.00 12.57 10/28/14 28 75,200 1 5,980 Average (28 days) 6,040 3 8 4.00 12.57 11/25/14 56 78,470 4 6,240 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey Structure Tone Southwest ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0269 09/30/14 11/25/14 Revision 3 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10W11501 Redi-Mix Material Information 1019 1183 Plant: Ticket No.: 136 25947908 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.0 0-3 91 81 152.4 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1105 Vincent Green 340/350 10 0 0 Building D, Panel Shear Wall2Sample Location: Placement Method:Pump Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Panels #1, #2, #8, #10, #16 - #19, #24 - #26, #35, #40 - #53, #54A, #54B, #55A, #55B, #55C, #56A, & #56B; Building D, SW1, SW2, & SW3 Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 4 1 4.00 12.57 10/02/14 2 45,040 4 3,580 4 2 4.00 12.57 10/03/14 3 48,520 4 3,860 4 3 4.00 12.57 10/06/14 6 56,970 4 4,530 4 4 4.00 12.57 10/07/14 7 65,210 4 5,190 4 5 4.00 12.57 10/28/14 28 75,960 1 6,050 4 6 4.00 12.57 10/28/14 28 74,450 5 5,930 4 7 4.00 12.57 10/28/14 28 71,760 1 5,710 Average (28 days) 5,900 4 8 4.00 12.57 11/25/14 56 82,760 3 6,590 Comments:Compressive strength of 56 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 4 of 4CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0270 09/30/14 10/07/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10N11501 Redi-Mix Material Information 1226 1204 Plant: Ticket No.:25948125 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.0 0-3 90 84 152.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1315 Vincent Green 360/370 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Pier Caps, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/03/14 3 59,050 4 4,700 1 2 4.00 12.57 10/06/14 6 60,840 4 4,840 1 3 4.00 12.57 10/07/14 7 1 4 4.00 12.57 10/28/14 28 1 5 4.00 12.57 10/28/14 28 1 6 4.00 12.57 10/28/14 28 1 7 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0270 09/30/14 10/09/14 Revision 1 - 7-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10N11501 Redi-Mix Material Information 1226 1204 Plant: Ticket No.:25948125 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.0 0-3 90 84 152.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1315 Vincent Green 360/370 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Pier Caps, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/03/14 3 59,050 4 4,700 1 2 4.00 12.57 10/06/14 6 60,840 4 4,840 1 3 4.00 12.57 10/07/14 7 69,290 5 5,510 1 4 4.00 12.57 10/28/14 28 1 5 4.00 12.57 10/28/14 28 1 6 4.00 12.57 10/28/14 28 1 7 4.00 12.57 11/25/14 56 Comments: Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0270 09/30/14 10/29/14 Revision 2 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10N11501 Redi-Mix Material Information 1226 1204 Plant: Ticket No.:25948125 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.0 0-3 90 84 152.0 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:09/30/14 1315 Vincent Green 360/370 10 5 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, Pier Caps, see attached sketch Placement Location: Laboratory Test Data Set Avg Diam.Area DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) 1 1 4.00 12.57 10/03/14 3 59,050 4 4,700 1 2 4.00 12.57 10/06/14 6 60,840 4 4,840 1 3 4.00 12.57 10/07/14 7 69,290 5 5,510 1 4 4.00 12.57 10/28/14 28 77,060 3 6,130 1 5 4.00 12.57 10/28/14 28 79,240 2 6,310 1 6 4.00 12.57 10/28/14 28 76,210 6 6,070 Average (28 days) 6,170 1 7 4.00 12.57 11/25/14 56 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Services: Reported To: Contractor: Report Distribution: (1) ML Realty Partners, Timothy Geisler (1) Structure Tone Southwest Inc., Mike Toole (1) Structure Tone Southwest Inc., Robin Povey James D. Baze Project Manager Structure Tone Southwest Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Terracon Rep.: Vincent Green The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6