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ST0701-LR091026CONCRETE COMPRESSIVE STRENGTH TEST REPORT ME Report Number: 94091194.0001 lerracon Service Date: 09/25/09 8901 Carpenter Frwy. Report Date: 10/26/09 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: 1701 Supplier: LMC Batch Time: 1431 Plant: 6 Truck No.: 1051 Ticket No.: 635949 Field Test Data Test Slump (in): Air Content ( %): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Result Specification 4 2.0 93 85 152.2 Laboratory Test Data Set Specimen Diameter Area Date No. ID (in) (sq in) Received 1 1 6.00 28.27 09/26/09 1 2 6.00 28.27 09/26/09 1 3 6.00 28.27 09/26/09 1 4 6.00 28.27 09/26/09 Sample Date: 09/25/09 Sample Time: 1530 Sampled By: Ashton L. Varnell Weather Conditions: Clear Accumulative Yards: 8.5 Batch Size (cy): 8.5 Placement Method: Direct Discharge Water Added Before (gal):0 Water Added After (gal): 0 Sample Location: Sta. 0 +50 Placement Location: Curb Inlet Walls Compressive Age at Maximum Date Test Load Tested (days) (lbs) 10/02/09 7 98,650 10/09/09 14 116,530 10/23/09 28 145,680 10/23/09 28 143,490 Average (28 days) Compressive Strength Fracture (Psi) Type 3,490 5 4,120 4 5,150 2 5,080 2 5,120 Comments: 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.: Ashton L. Varnell Started: 1430 Reported To: Finished: 1630 Contractor: Lacy Construction Report Distribution: (1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By: (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. CR0001, 5- 21 -09, R-3 Page 1 of 1