Loading...
Park West Crossing- LR141119Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0361 11/19/14 12/18/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0824 1235 Plant: Ticket No.: P259 25977171 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.3 3-6 55 33 146.0 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:11/19/14 0915 Daniel Duran Clear 270/500 10 5 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 11/26/14 7 53,030 5 4,220 3 2 4.00 12.57 12/17/14 28 68,000 4 5,410 3 3 4.00 12.57 12/17/14 28 64,140 4 5,100 3 4 4.00 12.57 12/17/14 28 67,650 2 5,380 Average (28 days) 5,300 3 5 4.00 12.57 01/14/15 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 94141126.0361 11/19/14 12/18/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1015 1159 Plant: Ticket No.: P259 25977391 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 3.6 3-6 54 38 145.9 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:11/19/14 1050 Daniel Duran Clear 390/500 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 11/26/14 7 51,610 5 4,110 4 2 4.00 12.57 12/17/14 28 70,200 4 5,590 4 3 4.00 12.57 12/17/14 28 68,110 4 5,420 4 4 4.00 12.57 12/17/14 28 65,220 4 5,190 Average (28 days) 5,400 4 5 4.00 12.57 01/14/15 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 94141126.0361 11/19/14 12/18/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1033 1375 Plant: Ticket No.: P259 25977435 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 3.6 3-6 58 43 145.0 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:11/19/14 1125 Daniel Duran Clear 420/500 10 0 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 11/26/14 7 66,750 5 5,310 5 2 4.00 12.57 12/17/14 28 78,020 4 6,210 5 3 4.00 12.57 12/17/14 28 76,830 2 6,110 5 4 4.00 12.57 12/17/14 28 80,980 4 6,440 Average (28 days) 6,250 5 5 4.00 12.57 01/14/15 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 94141126.0361 11/19/14 01/15/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0504 1235 Plant: Ticket No.: P259 25976906 Field Test Data Test Air Content (%): Result Specification 3 1/2 3-5 3.9 3-6 54 36 145.0 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:11/19/14 0548 Daniel Duran Clear 90/500 10 0 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 11/26/14 7 67,250 4 5,350 1 2 4.00 12.57 12/17/14 28 79,440 5 6,320 1 3 4.00 12.57 12/17/14 28 76,700 4 6,100 1 4 4.00 12.57 12/17/14 28 81,820 4 6,510 Average (28 days) 6,310 1 5 4.00 12.57 01/14/15 56 82,850 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 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 94141126.0361 11/19/14 01/15/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0622 1377 Plant: Ticket No.: P259 25976992 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.6 3-6 52 38 145.0 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:11/19/14 0715 Daniel Duran Cloudy 170/500 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 11/26/14 7 61,760 4 4,920 2 2 4.00 12.57 12/17/14 28 77,260 2 6,150 2 3 4.00 12.57 12/17/14 28 80,670 4 6,420 2 4 4.00 12.57 12/17/14 28 77,890 4 6,200 Average (28 days) 6,260 2 5 4.00 12.57 01/14/15 56 84,300 4 6,710 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 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 94141126.0361 11/19/14 01/15/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0824 1235 Plant: Ticket No.: P259 25977171 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.3 3-6 55 33 146.0 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:11/19/14 0915 Daniel Duran Clear 270/500 10 5 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 11/26/14 7 53,030 5 4,220 3 2 4.00 12.57 12/17/14 28 68,000 4 5,410 3 3 4.00 12.57 12/17/14 28 64,140 4 5,100 3 4 4.00 12.57 12/17/14 28 67,650 2 5,380 Average (28 days) 5,300 3 5 4.00 12.57 01/14/15 56 73,080 5 5,820 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 94141126.0361 11/19/14 01/15/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1015 1159 Plant: Ticket No.: P259 25977391 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 3.6 3-6 54 38 145.9 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:11/19/14 1050 Daniel Duran Clear 390/500 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 11/26/14 7 51,610 5 4,110 4 2 4.00 12.57 12/17/14 28 70,200 4 5,590 4 3 4.00 12.57 12/17/14 28 68,110 4 5,420 4 4 4.00 12.57 12/17/14 28 65,220 4 5,190 Average (28 days) 5,400 4 5 4.00 12.57 01/14/15 56 75,160 3 5,980 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 94141126.0361 11/19/14 01/15/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1033 1375 Plant: Ticket No.: P259 25977435 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 3.6 3-6 58 43 145.0 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:11/19/14 1125 Daniel Duran Clear 420/500 10 0 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 11/26/14 7 66,750 5 5,310 5 2 4.00 12.57 12/17/14 28 78,020 4 6,210 5 3 4.00 12.57 12/17/14 28 76,830 2 6,110 5 4 4.00 12.57 12/17/14 28 80,980 4 6,440 Average (28 days) 6,250 5 5 4.00 12.57 01/14/15 56 84,410 2 6,720 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 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:94141126.0362 Service Date:11/20/14 8901 Carpenter Frwy., Suite 100 Report Date:11/26/14 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 Detail, 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 94141126.0363 11/20/14 12/09/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0409 1185 Plant: Ticket No.: 259 25978048 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 67 42 142.4 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:11/20/14 0500 Vincent Green 40/500 10 0 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 12/01/14 11 58,360 5 4,640 1 2 4.00 12.57 12/18/14 28 1 3 4.00 12.57 12/18/14 28 1 4 4.00 12.57 12/18/14 28 1 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/09/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0605 1396 Plant: Ticket No.: 259 25978170 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.2 3-6 57 41 149.6 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:11/20/14 0702 Vincent Green 140/500 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 12/01/14 11 61,970 2 4,930 2 2 4.00 12.57 12/18/14 28 2 3 4.00 12.57 12/18/14 28 2 4 4.00 12.57 12/18/14 28 2 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/09/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0805 1005 Plant: Ticket No.: 259 25978358 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.7 3-6 60 45 148.4 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:11/20/14 0850 Vincent Green 250/500 10 0 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 12/01/14 11 56,530 4 4,500 3 2 4.00 12.57 12/18/14 28 3 3 4.00 12.57 12/18/14 28 3 4 4.00 12.57 12/18/14 28 3 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/09/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1005 1333 Plant: Ticket No.: 259 25978572 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.5 3-6 69 58 148.8 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:11/20/14 1107 Vincent Green 340/500 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:340/500 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 12/01/14 11 54,240 2 4,320 4 2 4.00 12.57 12/18/14 28 4 3 4.00 12.57 12/18/14 28 4 4 4.00 12.57 12/18/14 28 4 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/09/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1157 1333 Plant: Ticket No.: 259 25978756 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.4 3-6 70 65 149.2 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:11/20/14 1253 Vincent Green 430/500 10 0 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 12/01/14 11 52,090 5 4,150 5 2 4.00 12.57 12/18/14 28 5 3 4.00 12.57 12/18/14 28 5 4 4.00 12.57 12/18/14 28 5 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/19/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0409 1185 Plant: Ticket No.: 259 25978048 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 67 42 142.4 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:11/20/14 0500 Vincent Green 40/500 10 0 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 12/01/14 11 58,360 5 4,640 1 2 4.00 12.57 12/18/14 28 61,940 5 4,930 1 3 4.00 12.57 12/18/14 28 67,030 4 5,330 1 4 4.00 12.57 12/18/14 28 58,390 5 4,650 Average (28 days) 4,970 1 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/19/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0605 1396 Plant: Ticket No.: 259 25978170 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.2 3-6 57 41 149.6 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:11/20/14 0702 Vincent Green 140/500 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 12/01/14 11 61,970 2 4,930 2 2 4.00 12.57 12/18/14 28 63,370 5 5,040 2 3 4.00 12.57 12/18/14 28 63,960 5 5,090 2 4 4.00 12.57 12/18/14 28 60,600 5 4,820 Average (28 days) 4,980 2 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/19/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0805 1005 Plant: Ticket No.: 259 25978358 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.7 3-6 60 45 148.4 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:11/20/14 0850 Vincent Green 250/500 10 0 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 12/01/14 11 56,530 4 4,500 3 2 4.00 12.57 12/18/14 28 56,570 4 4,500 3 3 4.00 12.57 12/18/14 28 59,170 5 4,710 3 4 4.00 12.57 12/18/14 28 55,790 5 4,440 Average (28 days) 4,550 3 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/19/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1005 1333 Plant: Ticket No.: 259 25978572 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.5 3-6 69 58 148.8 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:11/20/14 1107 Vincent Green 340/500 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:340/500 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 12/01/14 11 54,240 2 4,320 4 2 4.00 12.57 12/18/14 28 54,520 5 4,340 4 3 4.00 12.57 12/18/14 28 55,360 5 4,410 4 4 4.00 12.57 12/18/14 28 51,780 4 4,120 Average (28 days) 4,290 4 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 12/19/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1157 1333 Plant: Ticket No.: 259 25978756 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.4 3-6 70 65 149.2 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:11/20/14 1253 Vincent Green 430/500 10 0 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 12/01/14 11 52,090 5 4,150 5 2 4.00 12.57 12/18/14 28 56,780 4 4,520 5 3 4.00 12.57 12/18/14 28 63,350 4 5,040 5 4 4.00 12.57 12/18/14 28 57,160 4 4,550 Average (28 days) 4,700 5 5 4.00 12.57 01/15/15 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 94141126.0363 11/20/14 01/16/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0409 1185 Plant: Ticket No.: 259 25978048 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.5 3-6 67 42 142.4 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:11/20/14 0500 Vincent Green 40/500 10 0 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 12/01/14 11 58,360 5 4,640 1 2 4.00 12.57 12/18/14 28 61,940 5 4,930 1 3 4.00 12.57 12/18/14 28 67,030 4 5,330 1 4 4.00 12.57 12/18/14 28 58,390 5 4,650 Average (28 days) 4,970 1 5 4.00 12.57 01/15/15 56 68,150 5 5,420 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 94141126.0363 11/20/14 01/16/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0605 1396 Plant: Ticket No.: 259 25978170 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.2 3-6 57 41 149.6 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:11/20/14 0702 Vincent Green 140/500 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 12/01/14 11 61,970 2 4,930 2 2 4.00 12.57 12/18/14 28 63,370 5 5,040 2 3 4.00 12.57 12/18/14 28 63,960 5 5,090 2 4 4.00 12.57 12/18/14 28 60,600 5 4,820 Average (28 days) 4,980 2 5 4.00 12.57 01/15/15 56 70,790 2 5,630 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.: 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 94141126.0363 11/20/14 01/16/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0805 1005 Plant: Ticket No.: 259 25978358 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.7 3-6 60 45 148.4 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:11/20/14 0850 Vincent Green 250/500 10 0 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 12/01/14 11 56,530 4 4,500 3 2 4.00 12.57 12/18/14 28 56,570 4 4,500 3 3 4.00 12.57 12/18/14 28 59,170 5 4,710 3 4 4.00 12.57 12/18/14 28 55,790 5 4,440 Average (28 days) 4,550 3 5 4.00 12.57 01/15/15 56 60,190 4 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.: 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 94141126.0363 11/20/14 01/16/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1005 1333 Plant: Ticket No.: 259 25978572 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 3.5 3-6 69 58 148.8 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:11/20/14 1107 Vincent Green 340/500 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:340/500 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 12/01/14 11 54,240 2 4,320 4 2 4.00 12.57 12/18/14 28 54,520 5 4,340 4 3 4.00 12.57 12/18/14 28 55,360 5 4,410 4 4 4.00 12.57 12/18/14 28 51,780 4 4,120 Average (28 days) 4,290 4 5 4.00 12.57 01/15/15 56 55,890 4 4,450 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.: 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 94141126.0363 11/20/14 01/16/15 Revision 2 - 56-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1157 1333 Plant: Ticket No.: 259 25978756 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.4 3-6 70 65 149.2 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:11/20/14 1253 Vincent Green 430/500 10 0 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 12/01/14 11 52,090 5 4,150 5 2 4.00 12.57 12/18/14 28 56,780 4 4,520 5 3 4.00 12.57 12/18/14 28 63,350 4 5,040 5 4 4.00 12.57 12/18/14 28 57,160 4 4,550 Average (28 days) 4,700 5 5 4.00 12.57 01/15/15 56 69,210 5 5,510 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:94141126.0365 Service Date:11/21/14 8901 Carpenter Frwy., Suite 100 Report Date:12/01/14 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 Detail, 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 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. *Concrete placement was cancelled due to weather. CONCRETE PLACEMENT OBSERVATION REPORT Report Number:94141126.0369 Service Date:11/24/14 8901 Carpenter Frwy., Suite 100 Report Date:12/03/14 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: Concrete placement observation. Terracon Rep.: Bernardino Rojas 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 concrete placement observation. After arriving at the job site, Terracon's representative was notified that the scheduled concrete placement was cancelled due to weather. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0370 Service Date:11/24/14 8901 Carpenter Frwy., Suite 100 Report Date:12/03/14 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.: 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:Civil Sheets/Details: C6.01/4” Thick, #3 @ 18” OCEW, dated 10/15/13 Locations/Items Observed:Building D, Sidewalk, 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 94141126.0371 11/24/14 12/04/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11504 Redi-Mix Material Information 0720 1006 Plant: Ticket No.: 136 25980064 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 58 53 147.8 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:11/24/14 0800 Daniel Duran Clear 30/100 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, Sidewalks, 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 12/01/14 7 41,850 2 3,330 1 2 4.00 12.57 12/22/14 28 1 3 4.00 12.57 12/22/14 28 1 4 4.00 12.57 12/22/14 28 1 5 4.00 12.57 01/19/15 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 94141126.0371 11/24/14 12/23/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11504 Redi-Mix Material Information 0720 1006 Plant: Ticket No.: 136 25980064 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.2 3-6 58 53 147.8 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:11/24/14 0800 Daniel Duran Clear 30/100 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, Sidewalks, 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 12/01/14 7 41,850 2 3,330 1 2 4.00 12.57 12/22/14 28 54,130 5 4,310 1 3 4.00 12.57 12/22/14 28 56,870 4 4,530 1 4 4.00 12.57 12/22/14 28 54,500 4 4,340 Average (28 days) 4,390 1 5 4.00 12.57 01/19/15 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 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: 94141126.0372 11/24/14 12/03/14 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 98-2/+21114.614.094141126.0359 Recycled crushed concrete with clayey sand 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) Approaches 2187 North side Final 1 BS 129.3 17.2 15.3 112.1 98 2188 West Side - South Final 1 BS 130.3 16.6 14.6 113.7 99 2189 West Side - Center Final 1 BS 131.2 16.0 13.9 115.2 100+ 2190 West Side - North Final 1 BS 129.7 16.9 15.0 112.8 98 Comments: Datum:Serial No:32769 Test and/or retest results on this report meet project requirements as noted above. BS - Backscatter Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: Mike, Structure Tone 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.: Craig Blackwell 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0373 Service Date:11/25/14 8901 Carpenter Frwy., Suite 100 Report Date:12/03/14 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.: 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 dgr PROJECT DATA Drawings Utilized:C6.01/Legend, dated 11/15/2013 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 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 94141126.0374 11/25/14 12/05/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0412 1256 Plant: Ticket No.: 259 25980908 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.2 3-6 57 38 146.0 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:11/25/14 0450 Daniel Duran Clear 80/500 10 0 0 Sample #1, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 61,830 5 4,920 1 2 4.00 12.57 12/23/14 28 1 3 4.00 12.57 12/23/14 28 1 4 4.00 12.57 12/23/14 28 1 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/05/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0606 1377 Plant: Ticket No.: 259 25981006 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 4.6 3-6 59 40 145.8 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:11/25/14 0700 Daniel Duran Clear 190/500 10 0 0 Sample #2, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 62,870 4 5,000 2 2 4.00 12.57 12/23/14 28 2 3 4.00 12.57 12/23/14 28 2 4 4.00 12.57 12/23/14 28 2 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/05/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0844 1377 Plant: Ticket No.: 259 25981230 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.7 3-6 59 46 145.0 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:11/25/14 0928 Daniel Duran Clear 300/500 10 10 0 Sample #3, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 65,650 2 5,220 3 2 4.00 12.57 12/23/14 28 3 3 4.00 12.57 12/23/14 28 3 4 4.00 12.57 12/23/14 28 3 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/05/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0944 1286 Plant: Ticket No.: 259 25981339 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.4 3-6 58 44 144.9 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:11/25/14 1045 Daniel Duran Clear 380/500 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 58,260 5 4,640 4 2 4.00 12.57 12/23/14 28 4 3 4.00 12.57 12/23/14 28 4 4 4.00 12.57 12/23/14 28 4 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/05/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1059 1159 Plant: Ticket No.: 259 25981470 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.6 3-6 60 57 145.8 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:11/25/14 1155 Daniel Duran Clear 450/500 10 0 0 Sample #5, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 62,630 5 4,980 5 2 4.00 12.57 12/23/14 28 5 3 4.00 12.57 12/23/14 28 5 4 4.00 12.57 12/23/14 28 5 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0412 1256 Plant: Ticket No.: 259 25980908 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.2 3-6 57 38 146.0 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:11/25/14 0450 Daniel Duran Clear 80/500 10 0 0 Sample #1, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 61,830 5 4,920 1 2 4.00 12.57 12/23/14 28 76,790 4 6,110 1 3 4.00 12.57 12/23/14 28 71,770 3 5,710 1 4 4.00 12.57 12/23/14 28 76,760 4 6,110 Average (28 days) 5,980 1 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0606 1377 Plant: Ticket No.: 259 25981006 Field Test Data Test Air Content (%): Result Specification 4 1/4 3-5 4.6 3-6 59 40 145.8 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:11/25/14 0700 Daniel Duran Clear 190/500 10 0 0 Sample #2, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 62,870 4 5,000 2 2 4.00 12.57 12/23/14 28 75,180 3 5,980 2 3 4.00 12.57 12/23/14 28 78,860 4 6,280 2 4 4.00 12.57 12/23/14 28 74,160 4 5,900 Average (28 days) 6,050 2 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0844 1377 Plant: Ticket No.: 259 25981230 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 4.7 3-6 59 46 145.0 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:11/25/14 0928 Daniel Duran Clear 300/500 10 10 0 Sample #3, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 65,650 2 5,220 3 2 4.00 12.57 12/23/14 28 76,910 4 6,120 3 3 4.00 12.57 12/23/14 28 71,170 5 5,660 3 4 4.00 12.57 12/23/14 28 75,010 5 5,970 Average (28 days) 5,920 3 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0944 1286 Plant: Ticket No.: 259 25981339 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.4 3-6 58 44 144.9 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:11/25/14 1045 Daniel Duran Clear 380/500 10 0 0 Sample #4, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 58,260 5 4,640 4 2 4.00 12.57 12/23/14 28 65,850 5 5,240 4 3 4.00 12.57 12/23/14 28 65,970 5 5,250 4 4 4.00 12.57 12/23/14 28 67,190 5 5,350 Average (28 days) 5,280 4 5 4.00 12.57 01/20/15 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 94141126.0374 11/25/14 12/24/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1059 1159 Plant: Ticket No.: 259 25981470 Field Test Data Test Air Content (%): Result Specification 4 3-5 4.6 3-6 60 57 145.8 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:11/25/14 1155 Daniel Duran Clear 450/500 10 0 0 Sample #5, see attached sketchSample Location: Placement Method:Pump 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 12/02/14 7 62,630 5 4,980 5 2 4.00 12.57 12/23/14 28 77,940 4 6,200 5 3 4.00 12.57 12/23/14 28 72,030 5 5,730 5 4 4.00 12.57 12/23/14 28 79,170 4 6,300 Average (28 days) 6,080 5 5 4.00 12.57 01/20/15 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 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0377 Service Date:12/01/14 8901 Carpenter Frwy., Suite 100 Report Date:12/15/14 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.: 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 tp PROJECT DATA Drawings Utilized:C6.01/Paving Details 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0416 1426 Plant: Ticket No.: 236 25983024 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.7 3-6 59 36 143.2 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:12/01/14 0455 Vincent Green Cloudy 50/500 10 0 0 Sample #1, see attached sketchSample Location: Placement Method: 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 12/08/14 7 63,310 3 5,040 1 2 4.00 12.57 12/29/14 28 1 3 4.00 12.57 12/29/14 28 1 4 4.00 12.57 12/29/14 28 1 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0613 1444 Plant: Ticket No.: 236 25983072 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.5 3-6 58 35 144.4 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:12/01/14 0650 Vincent Green 140/500 10 0 0 Sample #2, see attached sketchSample Location: Placement Method: 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 12/08/14 7 63,940 5 5,090 2 2 4.00 12.57 12/29/14 28 2 3 4.00 12.57 12/29/14 28 2 4 4.00 12.57 12/29/14 28 2 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0727 1184 Plant: Ticket No.: 236 25983134 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.8 3-6 58 36 143.6 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:12/01/14 0831 Vincent Green 230/500 10 5 0 Sample #3, see attached sketchSample Location: Placement Method: 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 12/08/14 7 65,690 4 5,230 3 2 4.00 12.57 12/29/14 28 3 3 4.00 12.57 12/29/14 28 3 4 4.00 12.57 12/29/14 28 3 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0856 1432 Plant: Ticket No.: 236 25983247 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 60 37 144.8 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:12/01/14 Vincent Green 350/500 10 10 0 Sample #4, see attached sketchSample Location: Placement Method: 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 12/08/14 7 66,500 4 5,290 4 2 4.00 12.57 12/29/14 28 4 3 4.00 12.57 12/29/14 28 4 4 4.00 12.57 12/29/14 28 4 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0954 1191 Plant: Ticket No.: 236 25983311 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.3 3-6 62 35 145.2 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:12/01/14 Vincent Green 430/500 10 10 0 Sample #5, see attached sketchSample Location: Placement Method: 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 12/08/14 7 66,480 5 5,290 5 2 4.00 12.57 12/29/14 28 5 3 4.00 12.57 12/29/14 28 5 4 4.00 12.57 12/29/14 28 5 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/15/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1120 0000 Plant: Ticket No.: 236 25983409 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 60 40 144.4 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:12/01/14 1221 Vincent Green 540/540 10 5 0 Sample #6, see attached sketchSample Location: Placement Method: 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 12/08/14 7 56,700 4 4,510 6 2 4.00 12.57 12/29/14 28 6 3 4.00 12.57 12/29/14 28 6 4 4.00 12.57 12/29/14 28 6 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0416 1426 Plant: Ticket No.: 236 25983024 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.7 3-6 59 36 143.2 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:12/01/14 0455 Vincent Green Cloudy 50/500 10 0 0 Sample #1, see attached sketchSample Location: Placement Method: 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 12/08/14 7 63,310 3 5,040 1 2 4.00 12.57 12/29/14 28 80,010 4 6,370 1 3 4.00 12.57 12/29/14 28 81,730 4 6,500 1 4 4.00 12.57 12/29/14 28 77,180 5 6,140 Average (28 days) 6,340 1 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0613 1444 Plant: Ticket No.: 236 25983072 Field Test Data Test Air Content (%): Result Specification 4 3-5 3.5 3-6 58 35 144.4 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:12/01/14 0650 Vincent Green 140/500 10 0 0 Sample #2, see attached sketchSample Location: Placement Method: 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 12/08/14 7 63,940 5 5,090 2 2 4.00 12.57 12/29/14 28 74,340 5 5,920 2 3 4.00 12.57 12/29/14 28 69,610 5 5,540 2 4 4.00 12.57 12/29/14 28 66,910 5 5,330 Average (28 days) 5,600 2 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0727 1184 Plant: Ticket No.: 236 25983134 Field Test Data Test Air Content (%): Result Specification 4 1/2 3-5 3.8 3-6 58 36 143.6 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:12/01/14 0831 Vincent Green 230/500 10 5 0 Sample #3, see attached sketchSample Location: Placement Method: 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 12/08/14 7 65,690 4 5,230 3 2 4.00 12.57 12/29/14 28 73,740 4 5,870 3 3 4.00 12.57 12/29/14 28 72,740 5 5,790 3 4 4.00 12.57 12/29/14 28 74,720 5 5,950 Average (28 days) 5,870 3 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0856 1432 Plant: Ticket No.: 236 25983247 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 60 37 144.8 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:12/01/14 Vincent Green 350/500 10 10 0 Sample #4, see attached sketchSample Location: Placement Method: 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 12/08/14 7 66,500 4 5,290 4 2 4.00 12.57 12/29/14 28 77,350 5 6,160 4 3 4.00 12.57 12/29/14 28 82,110 2 6,530 4 4 4.00 12.57 12/29/14 28 81,610 4 6,490 Average (28 days) 6,390 4 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 0954 1191 Plant: Ticket No.: 236 25983311 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.3 3-6 62 35 145.2 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:12/01/14 Vincent Green 430/500 10 10 0 Sample #5, see attached sketchSample Location: Placement Method: 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 12/08/14 7 66,480 5 5,290 5 2 4.00 12.57 12/29/14 28 75,710 4 6,030 5 3 4.00 12.57 12/29/14 28 74,870 4 5,960 5 4 4.00 12.57 12/29/14 28 78,440 4 6,240 Average (28 days) 6,080 5 5 4.00 12.57 01/26/15 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 94141126.0378 12/01/14 12/30/14 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 135P25P4 Redi-Mix Material Information 1120 0000 Plant: Ticket No.: 236 25983409 Field Test Data Test Air Content (%): Result Specification 5 3-5 3.5 3-6 60 40 144.4 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:12/01/14 1221 Vincent Green 540/540 10 5 0 Sample #6, see attached sketchSample Location: Placement Method: 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 12/08/14 7 56,700 4 4,510 6 2 4.00 12.57 12/29/14 28 67,040 5 5,340 6 3 4.00 12.57 12/29/14 28 71,040 5 5,650 6 4 4.00 12.57 12/29/14 28 66,110 4 5,260 Average (28 days) 5,420 6 5 4.00 12.57 01/26/15 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 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number:94141126.0380 Service Date:12/02/14 8901 Carpenter Frwy., Suite 100 Report Date:12/03/14 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 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to 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 2 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 A, Roof Level Framing @ A-G/1-4: *1.Tilt wall panel to panel welded connections, one location @ G.5/1 was found to be incomplete. 2.Perimeter metal deck support angle underside welds to the tilt wall panel embed plates were determined to be compliant. 3.Girder bottom chord extensions stabilizer plates at the tilt wall panels, welds were determined to be compliant. 4. Joist to girder midspan ST Brace installations were determined to be compliant. B.Building B, Roof Level Framing @ A-H/1-4: 1.Tilt wall panel to panel welded connections were determined to be compliant. 2.Perimeter metal deck support angle underside welds to the tilt wall panel embed plates were determined to be compliant. 3.Girder bottom chord extension stabilized plates at the tilt wall panels, welds were determined to be compliant. 4.Joist to girder midspan ST Brace installations were determined to be compliant. C.Building C, Roof Level Framing @ A-M/1-4. Reinspection Items From Reports Dated 10-10-2014 & 10-16-2014. 1.Joist seat field fixes at the supporting tilt wall attachments at A/1 and M/1 were now determined to be compliant. *2.Tilt wall panel to panel welded connections, the following discrepancies were found: *A.Line A/35 *B.Line F.4/1 *C.Line G.7/1 3.Perimeter metal deck support angle underside welds to the tilt wall panel embed plates were determined to be compliant. STRUCTURAL STEEL OBSERVATIONS REPORT Report Number:94141126.0380 Service Date:12/02/14 8901 Carpenter Frwy., Suite 100 Report Date:12/03/14 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: Structural steel observation. 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 2 of 2 sbv 4.Girder bottom chord extension stabilizer plates at the tilt wall panels, welds were determined to be compliant. 5.Joist to girder midspan ST Brace installations were determined to be compliant. D.Building D, Roof Level Framing @ A-P/1-5. Reinspection Items From Report Dated 10-08-2014: *1.Tilt wall panel to panel welded connections, the following discrepancies were found: *A.Line A/1 *B.Line E.5/5 *C.Line F.5/5 *2.Girder bottom chord extension stabilizer plates at the tilt wall panels, one location @ N/5 was found to be incomplete. 3.South wall leave out panel bay structural steel items, joist seat welds and joist bridging was now determined to be compliant. 4.Perimeter metal deck support angle underside welds to the tilt wall panel embed plates were determined to be compliant. 5.Joist to girder midspan ST Brace installations were determined to be compliant. *Noted discrepancies and/or incomplete work. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0381 Service Date:12/09/14 8901 Carpenter Frwy., Suite 100 Report Date:12/16/14 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.: Muthanna Al Ani 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:No plans were available at this time. Locations/Items Observed:Three Approaches along Freeport Pkwy. 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 Column Tie Spacing & Type Bar Size Proper Bar Placement Stirrup Spacing & Type Bar Grade Properly Tied Welded Splices Rebar Clean X Dowel Bars in Place Mechanical Splices Trash & Debris Removed X Proper Bar Supports Lapped Splices Number of Bars Proper Cover/Clearance Discrepancies/Comments: No discrepancies were noted at the time of this observation. NOTE:Onsite representative observed that the reinforcing steel observation consisted of #3 bars at 12 O.C.E.W. Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0382 12/09/14 12/18/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1004 1425 Plant: Ticket No.: 136 25989276 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 64 43 148.0 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:12/09/14 1102 Muthanna Al Ani Foggy, calm 40/110 10 0 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Three Drive Approaches along Freeport Parkway 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 12/16/14 7 59,960 5 4,770 1 2 4.00 12.57 01/06/15 28 1 3 4.00 12.57 01/06/15 28 1 4 4.00 12.57 01/06/15 28 1 5 4.00 12.57 02/03/15 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.: Muthanna Al Ani The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 94141126.0382 12/09/14 12/18/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10L11504 Redi-Mix Material Information 1338 1424 Plant: Ticket No.: 136 25989626 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 65 51 147.6 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:12/09/14 1420 Muthanna Al Ani Mostly cloudy, calm 110/110 10 0 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Three Drive Approaches along Freeport Parkway 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 12/16/14 7 66,540 2 5,300 2 2 4.00 12.57 01/06/15 28 2 3 4.00 12.57 01/06/15 28 2 4 4.00 12.57 01/06/15 28 2 5 4.00 12.57 02/03/15 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.: Muthanna Al Ani The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 94141126.0382 12/09/14 01/07/15 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 1004 1425 Plant: Ticket No.: 136 25989276 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.4 3-6 64 43 148.0 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:12/09/14 1102 Muthanna Al Ani Foggy, calm 40/110 10 0 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Three Drive Approaches along Freeport Parkway 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 12/16/14 7 59,960 5 4,770 1 2 4.00 12.57 01/06/15 28 72,660 2 5,780 1 3 4.00 12.57 01/06/15 28 69,400 2 5,520 1 4 4.00 12.57 01/06/15 28 72,820 2 5,800 Average (28 days) 5,700 1 5 4.00 12.57 02/03/15 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.: Muthanna Al Ani The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 94141126.0382 12/09/14 01/07/15 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 1338 1424 Plant: Ticket No.: 136 25989626 Field Test Data Test Air Content (%): Result Specification 5 3-5 4.6 3-6 65 51 147.6 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:12/09/14 1420 Muthanna Al Ani Mostly cloudy, calm 110/110 10 0 0 See attached sketchSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Three Drive Approaches along Freeport Parkway 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 12/16/14 7 66,540 2 5,300 2 2 4.00 12.57 01/06/15 28 79,750 2 6,350 2 3 4.00 12.57 01/06/15 28 82,350 4 6,550 2 4 4.00 12.57 01/06/15 28 85,760 4 6,830 Average (28 days) 6,580 2 5 4.00 12.57 02/03/15 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.: Muthanna Al Ani The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 FOUNDATION OBSERVATIONS REPORT Report Number:94141126.0383 Service Date:12/10/14 8901 Carpenter Frwy., Suite 100 Report Date:12/16/14 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: Foundation observations. Terracon Rep.: Marco Rojas 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 belled (underreamed) pier observation. See the attached sheet(s) for recorded data. REPORT OF DRILLED BELLED PIERS Project: Park West Crossing - Monument Piers Report No.: 94141126.0383 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 12/10/14 Project No.: 94141126 Technician: M. Rojas Driller: Auger Page: 1 of 2 Pier Identification North South Pier Diameter (in.)18 18 Bell Diameter (in.)36 36 Top of Pier Elevation (ft)N/A N/A Req. Depth from Exist. Grade (ft)15.0 15.0 Initial Depth of Pier from Existing Grade (ft)15.4 15.1 Final Depth of Pier from Existing Grade (ft)15.4 15.5 Depth from Top of Concrete (ft)14.5 14.5 Condition of Bottom (wet or dry)Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Casing Diameter (in) N/A N/A Cased Depth (ft)N/A N/A Number of Vertical Bars (ea.)4 4 Reinforcing Bar Size (#)6 6 Length of Vertical Bars (ft.)14.0 14.0 Time Drilling was Completed 9:43 8:56 Time Concrete was Placed 15:30 15:33 R940002, 08-05-14, Rev.3 8901 Carpenter Frwy.,Suite #100 Dallas,TX 75247 (214)630-1010 Reg No.:F-3272 REPORT OF DRILLED PIERS Project: Park West Crossing - Light Pole Piers Report No.: 94141126.0383 910, 920 & 930 Freeport Pkwy & 631 Southwestern Blvd, Coppell, TX Date of Service: 12/10/14 Project No.: 94141126 Technician: M. Rojas Driller: Auger Page: 2 of 2 Pier Identification North South Pier Diameter (in.)24 24 Top of Ground Elevation (ft.)N/A N/A Top of Pier Elevation (ft.)N/A N/A Depth to Bearing Stratum from Ground (ft.)N/A N/A Depth of Pier from Ground (ft.)8.3 8.2 Required Depth (ft.)8.0 8.0 Actual Depth (ft.)8.3 8.2 Depth from Top of Concrete (ft.)10.8 10.8 Condition of Bottom (wet or dry)Dry Dry Plumb Within Tolerance (yes or no)Yes Yes Casing Diameter (in.) N/A N/A Cased Depth (ft.)N/A N/A Number of Vertical Bars (ea.)8 8 Reinforcing Bar Size (#)8 8 Length of Vertical Bars (ft.)10.0 10.0 Time Drilling was Completed 10:12 10:27 Time Concrete was Placed 15:45 16:00 R940001, 08-05-14 Rev.4 8901 Carpenter Frwy.,Suite #100 Dallas,Texas 75247 (214)630-1010 Report Number: Service Date: Report Date: Task: Client Project Project Number:94141126 Coppell, TX & 631 Southwestern Blvd 910, 920 & 930 Freeport Pkwy Park West CrossingML Realty Partners Attn: Timothy Geisler One Pierce Pl Ste 450W Itasca, IL 60143 214-630-1010 Reg No: F-3272 Dallas, TX 75247 8901 Carpenter Frwy., Suite 100 94141126.0384 12/10/14 12/18/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11521 Redi-Mix Material Information 1444 1422 Plant: Ticket No.: P130 25990695 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.2 0-3 69 57 148.4 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:12/10/14 1530 Marco Rojas Cloudy 10/20 10 10 0 Building A, Monument Piers & Footings Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, N Ramp & Building B, S Ramp, Monument Piers & Footings; E of Building C near Parking Area, Light Pole Piers 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 12/17/14 7 51,820 3 4,120 1 2 4.00 12.57 01/07/15 28 1 3 4.00 12.57 01/07/15 28 1 4 4.00 12.57 01/07/15 28 1 5 4.00 12.57 02/04/15 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.: Marco Rojas The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 94141126.0384 12/10/14 01/08/15 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11521 Redi-Mix Material Information 1444 1422 Plant: Ticket No.: P130 25990695 Field Test Data Test Air Content (%): Result Specification 4 3/4 3-5 1.2 0-3 69 57 148.4 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:12/10/14 1530 Marco Rojas Cloudy 10/20 10 10 0 Building A, Monument Piers & Footings Sample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Building A, N Ramp & Building B, S Ramp, Monument Piers & Footings; E of Building C near Parking Area, Light Pole Piers 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 12/17/14 7 51,820 3 4,120 1 2 4.00 12.57 01/07/15 28 69,410 4 5,520 1 3 4.00 12.57 01/07/15 28 68,370 4 5,440 1 4 4.00 12.57 01/07/15 28 68,060 4 5,420 Average (28 days) 5,460 1 5 4.00 12.57 02/04/15 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.: Marco Rojas The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number:94141126.0386 Service Date:12/10/14 8901 Carpenter Frwy., Suite 100 Report Date:12/11/14 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: 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 dgr 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 A, C & D – Re-observation Items from Structural Steel Observation Report #94141126.0380, dated 12/02/14: 1.Building A, 1 tilt wall panel to panel welded connections at Line G.5/1 was now determined to be compliant. 2.Building C a.Two tilt wall panel to panel welded connections at Lines F.4/1 & G.7/1 were now determined to be compliant. *b.One tilt wall panel to panel welded connection at Line A/3.5 was still found to be incomplete. 3.Building D a.Two tilt wall panel to panel welded connections at Lines E.5/5 & F.5/5 were now determined to be compliant. *b.One tilt wall panel to panel welded connection at Line A/1 was still found to be incomplete. c.Girder bottom chord extension stabilizer plate at the tilt wall panel, 1 location at Line N/5 was now determined to be compliant. *Noted discrepancies and/or incomplete work. REINFORCING STEEL OBSERVATIONS REPORT Report Number:94141126.0387 Service Date:12/10/14 8901 Carpenter Frwy., Suite 100 Report Date:12/16/14 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.: Marco Rojas 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/#2, dated 10/24/13 Locations/Items Observed:Footing for Ramp Wall at North side ramp of Bldg. A; South side ramp of Bldg. B 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:94141126.0391 Service Date:12/16/14 8901 Carpenter Frwy., Suite 100 Report Date:12/22/14 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.: Ronald Regalado Ventura 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:Civil Sheets/Details: C6.01/Legend, dated 04/23/14 Locations/Items Observed:Sidewalks, 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 94141126.0392 12/16/14 12/24/14 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11504 Redi-Mix Material Information 0632 1396 Plant: Ticket No.: P259 25994022 Field Test Data Test Air Content (%): Result Specification 4 1/2 3 - 5 3.0 3 - 6 61 39 145.6 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:12/16/14 0801 Ronald Regalado Ventura Sunny 20/70 10 10 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Sidewalks, 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 12/23/14 7 56,270 4 4,480 1 2 4.00 12.57 01/13/15 28 1 3 4.00 12.57 01/13/15 28 1 4 4.00 12.57 01/13/15 28 1 5 4.00 12.57 02/10/15 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.: Ronald Regalado Ventura The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 94141126.0392 12/16/14 01/13/15 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 10J11504 Redi-Mix Material Information 0632 1396 Plant: Ticket No.: P259 25994022 Field Test Data Test Air Content (%): Result Specification 4 1/2 3 - 5 3.0 3 - 6 61 39 145.6 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:12/16/14 0801 Ronald Regalado Ventura Sunny 20/70 10 10 0 See Placement LocationSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Sidewalks, 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 12/23/14 7 56,270 4 4,480 1 2 4.00 12.57 01/13/15 28 68,020 5 5,410 1 3 4.00 12.57 01/13/15 28 68,420 5 5,450 1 4 4.00 12.57 01/13/15 28 67,960 5 5,410 Average (28 days) 5,420 1 5 4.00 12.57 02/10/15 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.: Ronald Regalado Ventura The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the 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 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number:94141126.0393 Service Date:12/16/14 8901 Carpenter Frwy., Suite 100 Report Date:12/22/14 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 tp 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 C and Building D, Roof Level Framing – Re-observation Items From Structural Steel Observation Report 94141126.0386, Dated 12/10/14: 1.Building C, tilt wall panel to panel welded connection at line A/3.5 was now determined to be compliant. 2.Building D, tilt wall panel to panel welded connection at Line A/1 was now determined to be compliant.