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ST0701-LR100426CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Numbest: 940911.93.0142 Service Date: 04/15/10 8901 Carpenter Frwy. Report Date: 04/26/10 Dallas, TX 75247 214- 630 -1010 Reg No: F -3 Client Project City of Coppell TX Attn: Keith Marvin PO Box 9478 Coppell, TX 75019 Southwestern Boulevard Coppell Road to Grapevine Creels Coppell, TX Project Number: 94091193 Material Information Sample Information Specified Strength: 3,000 psi @ 28 days Mix ID: DCB00501 Supplier: Redi -Mix Batch Time: 1319 Plant: 259 Truck No.: 1383 Ticket No.: 25187063 Field Test Data Test Slump (in): Air Content ( 0 /6): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pef): Result Specification 6 3 -5 5.0 3 -6 80 80 147.9 Laboratory Test Data Sample Date: 04/15/10 Sample Time: 1430 Sampled By: Burl E. Thomas Weather Conditions: Hazy Accumulative Yards: 9 Batch Size (cy): 9 Placement Method: Direct Discharge Water Added Before (gal): 10 Water Added After (gal): 0 Sample Location: Centerline Placement Location: Raprap, abutment at westbound 04/16/10 Southwestern Boulevard Set Specimen Diameter Area Date Date No. ID (in) (sq in) Received Tested 1 1 6.00 28.27 04/16/10 04/22/10 1 2 6.00 28.27 04/16/10 04/29/10 1 3 6.00 28.27 04/16/10 05/13/10 1 4 6.00 28.27 04/16/10 05/13/10 Age at Maximum Compressive Test Load Strength Fracture (days) (lbs) (psi) Type 7 86,690 3,070 4 14 28 28 Comments: Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations perform required field tests and samples. Terracon Rep.: Burl E. Thomas Started: 1330 Reported To: Finished: 1630 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) City or Coppell TX (1) City or Coppell TX (1) City of Coppell TX (2) I-IalfP Assoc Inc (1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page I of I CR0001, 1-21 -09, Rev3 CONCRETE COMPRESSIVE STRENGTH TEST REPORT fierracon Report Number: 94091193.0144 Service Date: 04/16/10 8901 Carpenter Flwy. Report Date: 04/26/10 Dallas, TX 75247 214- 630 -1010 Reg No: F-3 Client Project City of Coppell TX Attn: Keith Marvin PO Box 9478 Coppell, TX 75019 Southwestern Boulevard Coppell Road to Grapevine Creek Coppell, TX Project Number: 94091193 Material Information Age at Maximum Sample Information Set Specimen Diameter Specified Strength: 3,500 psi @ 28 days Sample Date: 04/16/10 Sample Time: 1118 Load Strength Fracture No. ID Sampled By: Koda W. Slladix Mix ID: DCB00501 Tested (days) Weather Conditions: Clear Supplier: Redi -Mix 6.00 28.27 Accumulative Yards: 7 Batch Size (cy): 7 Batch Time: 0759 Plant: 259 Placement Method: Direct Discharge Truck No.: 1257 Ticket No.: 25187540 Water Added Before (gal):0 1 3 Water Added After (gal): 0 Field Test Data 05/14/10 28 Sample Location: NE side, First Panel Test Result Specification Placement Location: Riprap, NW side at bridge Slump (in): 6 1/2 3 -5 Air Content 1.4 3 -6 Concrete Temp. (F): 78 Ambient Temp. (F): 70 Plastic Unit Wt. (pef): 147.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 04/17/10 04/23/10 7 89,130 3,150 4 1 2 6.00 28.27 04/17/10 04/30/10 14 1 3 6.00 28.27 04/17/10 05/14/10 28 1 4 6.00 28.27 04/17/10 05/14/10 28 Comments: Samples Made By: Terraeon Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength samples. Terracon Rep.: Koda W. Slladix Started: 0900 Lune / No - a eable: 3.00 Reported To: Terry, Ashlar Contracting Finished: 1700 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) City of Coppell TX (1) City of Coppell TX (1) City of Coppell TX (2) I -talff Assoc Inc Eric J. leu land, P.E. (1) Lacy Construction (1) PacTnist Pacific Realty Associates LP Senior ect Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001, s- zt -oa, Rev.3 Page 1 of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0065 irlerracon Service Date: 04/08/10 8901 Carpenter Frwy. Report Date: 04/26/10 Revision 1 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creek to Beltline Road 15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX Portland, OR 97224 Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 1449 Truck No.: 7060 Plant: 7 Ticket No.: 7215933 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pef): Result Specification 2 3 -5 3.8 3 -6 75 70 149.2 Laboratory Test Data Set Specimen Diameter No. ID (in) 1 1 6.00 1 2 6.00 1 3 6.00 I 4 6.00 Area Date (sq in) Received 28.27 04/09/10 28.27 04/09/10 28.27 04/09/10 28.27 04/09/10 Sample Date: 04/08/10 Sample Time: 153C Sampled By: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 10 Batch Size (cy): 10 Placement Method: Direct Discharge Water Added Before (gal):0 28 Water Added After (gal): 0 Sample Location: Across from Elementary School Placement Location: Inlet Bottoms and Sides, westbound Southwestern Boulevard Age at Date Test Tested (days) 04/15/10 7 04/22/10 14 05/06/10 28 05/06/10 28 Maximum Compressive Load Strength Fracture (lbs) (psi) Type 154,240 5,460 2 160,020 5,660 2 Comments: Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength samples. Terracon Rep.: Burl E. Thomas Started: 1300 Reported To: Finished: 1700 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (t) City of Coppell TX Reviewed B y : (1) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143 ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Ca000 1,5- 21- 09.Rcv3 Page I of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 94091 194.0066 Service Date: 04/09/10 8901 Carpenter Frwy. Report Date: 04/26/10 Revision 1 Dallas, TX 75247 214- 630 -1010 Reg No: F- 3272 Client Project PacTrust Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/09/10 Sample Time: 1532 Sampled By: Koda W. Shadix Mix ID: 1701 Weather Conditions: Clear Supplier: Lattimore Accumulative Yards: 8.5 Batch Size (cy): 8.5 Batch Time: 1404 Plant: 07 Placement Method: Direct Discharge Truck No.: 1012 Ticket No.: 7215975 Water Added Before (gal):0 Water Added After (gal): 0 Field Test Data Sample Location: Sta. 31 +66 Test Result Specification Placement Location: Inlet Walls, Southwestern Boulevard, Slump (in): 3 3 -5 Sta. 31 +66 to Sta. 50 +83 Air Content ( %): 3.5 3 -6 Concrete Temp. (F): 75 Ambient Temp. (F): 80 Plastic Unit Wt. (pct): 146.0 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 04/10/10 04/16/10 7 130,970 4,630 2 1 2 6.00 28.27 04/10/10 04/23/10 14 140,510 4,970 2 1 3 6.00 28.27 04/10/10 05/07/10 28 1 4 6.00 28.27 04/10/10 05/07/10 28 Comments: Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast coral samples. Terracon Rep.: Koda W. Shadix Started: 1230 Reported To: Oscar / Lacy Construction Finished: 1630 Contractor: Lacy Construction Report Distribution: Reviewed By: (I) PacTrust Pacific Really Associates LP (1) City of Coppel) TX (1) City of Coppell TX (2) Halff Assoc Inc ric J. Cle (1) Lncy Construction Senior Proj Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CROOOI, 5- 21 -01). Revs Page I of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0076 Ireirracon Service Date: 04/15/10 8901 Carpenter Frwy. Report Date: 04/26/10 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Southwestern Boulevard Grapevine Creels to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: 1701 Supplier: Lattimore Batch Time: 1 142 Plant: 7 Truck No.: 7060 Ticket No.: 7216129 Field Test Data Test Slump (in): Air Content Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pef): Laboratory Test Data Result Specification 3 3 -5 5.0 3 -6 85 80 145.5 Set Specimen Diameter No. ID (in) 1 1 6.00 1 2 6.00 1 3 6.00 1 4 6.00 Area Date (sq in) Received 28.27 04/16/10 28.27 04/16/10 28.27 04/16/10 28.27 04/16/10 Sample Date: 04/15/10 Sample Time: 1240 Sampled By: Burl E. Thomas Weather Conditions: Hazy Accumulative Yards: 8 Batch Size (ey): 8 Placement Method: Direct Discharge Water Added Before (gal):0 28 Water Added After (gal): 0 Sample Location: 3 ft. right of centerline Placement Location: Pavement leaveout for utility access, southbound B -Line Age at Date Test Tested (days) 04/19/10 4 04/22/10 7 05/13/10 28 05/13/10 28 Maximum Compressive Load Strength Fracture (lbs) (psi) Type 113,490 4,010 4 135,910 4,810 2 Comments: Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength samples. Terracon Rep.: Burl E. Thomas Started: 1130 Reported To: Finished: 1330 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By: (1) City of Coppell TX (2) I-Ialff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CROOO1, 5- 21 -09, Rev., Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0057 Irerracon Service Date: 04/02/10 8901 Carpenter Frwy. Report Date: 05/03/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Eel PacTrust Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Project Southwestern Boulevard Grapevine Creels to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/02/10 Sample Time: 0824 Sampled By: Koda W. Shadix Mix ID: Weather Conditions: Cloudy Supplier: Lacy Accumulative Yards: 6 Batch Size (ey): 6 Batch Time: Plant: On -site Placement Method: Pump Truck No.: Ticket No.: Water Added Before (gal):0 Water Added After (gal): 0 Field Test Data Sample Location: Sta. 24 +23 Test Result Specification Placement Location: Southwestern Boulevard approaches at Slump (in): 53/4 3 -5 Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and Air Content ( %): 4.5 3 -6 Sta. 20 +77 Concrete Temp. (F): 80 Ambient Temp. (F): 65 Plastic Unit Wt. (pcf): 149.2 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 1 1 6.00 28.27 04/03/10 04/05/10 3 113,050 4,000 2 1 2 6.00 28.27 04/03/10 04/09/10 7 137,450 4,860 2 1 3 6.00 28.27 04/03/10 04/16/10 14 142,560 5,040 2 1 4 6.00 28.27 04/03/10 04/30/10 28 174,650 6,180 4 1 5 6.00 28.27 04/03/10 04/30/10 28 165,340 5,850 4 Average (28 days) 6,020 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Koda W. Shadix Started: 0600 Reported To: Oscar, Lacy Construction Finished: 1600 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc (1) Lacy Construction Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM 0143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001, 5- 21 -00, Rev 3 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0057 "Irerracon Service Date: 04/02/10 8901 Carpenter Frwy. Report Date: 05/03/10 Revision 2 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client PacTrust Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Project Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/02/10 Sample Time: 1432 Sampled By: Koda W. Shadix Mix ID: Weather Conditions: Cloudy Supplier: Lacy Date Accumulative Yards: 108 Batch Size (cy): 6 Batch Time: Plant: On -site Placement Method: Pump Truck No.: Ticket No.: Water Added Before (gal):0 Received Tested (days) Water Added After (gal): 0 Field Test Data 2 Sample Location: Sta. 20 +77 Test Result Specification Placement Location: Southwestern Boulevard approaches at Slump (in): 61/4 3 -5 5 Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and Air Content ( %): 4.5 3 -6 28.27 Sta. 20 +77 Concrete Temp. (F): 81 137,590 4,870 Ambient Temp. (F): 70 3 6.00 Plastic Unit Wt. (pcf): 149.6 04/16/10 14 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Date Test Load Strength Fracture No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type 2 1 6.00 28.27 04/03/10 04/05/10 3 107,540 3,800 5 2 2 6.00 28.27 04/03/10 04/09/10 7 137,590 4,870 2 2 3 6.00 28.27 04/03/10 04/16/10 14 147,450 5,220 2 2 4 6.00 28.27 04/03/10 04/30/10 28 167,860 5,940 2 2 5 6.00 28.27 04/03/10 04/30/10 28 167,930 5,940 4 Average (28 days) 5,940 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive en samples. Terracon Rep.: Koda W. Shadix Started: 0600 Reported To: Oscar, Lacy Construction Finished: 1600 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc Eric . Cle land, P.E. (1) Lacy Construction Senior Proje t Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CROOO1, 5- 21.09, Rev.3 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091194.0060 Irerracon Service Date: 04/05/10 8901 Carpenter Frwy. Report Date: 05/03/10 Revision 1 Dallas, TX 75247 214- 630 -1010 Reg No: F -3272 Client PacTrust Pacific Realty Associates LP Attn: Matthew Oyen 15350 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Project Southwestern Boulevard Grapevine Creek to Beltline Road Coppell, TX Project Number: 94091194 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Mix ID: Supplier: Lacy Batch Time: Plant: On -site Truck No.: Ticket No.: Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Sample Date: 04/05/10 Sample Time: 1132 Sampled By: Koda W. Shadix Weather Conditions: Cloudy Accumulative Yards: 6 Batch Size (cy): 6 Placement Method: Direct Discharge Water Added Before (gal):0 Water Added After (gal): 0 Sample Location: Sta. 24 +60 Result Specification Placement Location: Pavement, westbound lane, 53/4 3 -5 Southwesten Boulevard, Sta. 24 +50 to 4.5 3 -6 Sta. 25 +10;' Sta. 25 +75 to Sta. 26 +25 72 81 146.8 Laboratory Test Data Set Specimen Diameter Area Date No. ID (in) (sq in) Received 1 1 6.00 28.27 04/06/10 1 2 6.00 28.27 04/06/10 1 3 6.00 28.27 04/06/10 1 4 6.00 28.27 04/06/10 Compressive Age at Maximum Date Test Load Tested (days) (lbs) 04/08/10 3 115,200 04/12/10 7 123,120 05/03/10 28 143,030 05/03/10 28 141,240 Average (28 days) Compressive Strength Fracture (psi) Type 4,070 5 4,350 4 5,060 4 5,000 2 5,030 Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ast c in es ' e strength samples. Terracon Rep.: Koda W. Shadix Started: 1100 Reported To: Oscar, Lacy Construction Finished: 1300 Contractor: Lacy Construction Report Distribution: Reviewed By: (1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX (1) City of Coppell TX (2) Halff Assoc Inc Eric J. leveland, P.E. (1) Lacy Construction Senior Loject Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CROOO1, 5- 21 -09, Rev.s Page 1 of 1 REPORT OF SOIL-LIME MIXTURE PULVERIZATION Irerracon Consulting Enqlneers & Scientists 8901 Carpenter Frwy., Suite #100 Dallas, TX 75247 (214) 630-1010 Reg No.: F -3272 Date of Service: 04/26/10 1 Client: PacTrust Pacific Realty Associates LP 15' )50 Southwest Sequoia Pkwy Ste 300 Portland, OR 97224 Contractor: Lacy Construction Test Location: Southwestem Blvd - West Bound Sta. 21-72 to 28+75 Test Method: NCTCOG Report No.: 94091194.0080 Project No.: 94091194 Project: Southwestein Boulevard Grapevine Creek to Beltline Road Coppell, TX Specification Requirements: Minimum Passing 1-3/4" Sieve: 100% Minimum Passing #4 Sieve: 60% Sample Condition: Field Moist TEST 1-3/4" SIEVE #4 SIEVE NO. LOCATION % PASSING % PASSING I Sta. 28+10 100 62 2 Sta. 23+73 100 63 3 Sta. 21+72 100 61 Comments: Technician: B. Thomas Report Distribution: (1) PacTrust Pacific Realty Associates LIP (1) City of Coppell TX (1) Lacy Construction (1) City of Coppell TX (2) H@Iff Assoc Inc Senior Project Manager S11 'rh is report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.