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ST0701-LR100526CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091 194.0098 Irerracon Service Date: 05/18/10 8901 Carpenter Frwy. Report Date: 05/26/10 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client Project PacTrust Pacific Realty Associates LP Southwestern Boulevard Attn: Matthew Oyen Grapevine Creels 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 Sample Date: 05/18/10 Sample Time: 1452 Sampled By: Juan Lopez Mix ID: 1701 Weather Conditions: Sunny, mild winds Supplier: Lattimore Accumulative Yards: 10 Batch Size (cy): 10 Batch Time: 1332 Plant: 3 Placement Method: Direct Discharge Truck No.: 1074 Ticket No.: 3276872 Water Added Before (gal):0 Water Added After (gal): 0 Field Test Data Sample Location: Inlet, Sta. 2 +38 Test Result Specification Placement Location: Inlets on Southwestern Boulevard at Slump (in): 3 3/4 3 -5 Sta. 2 +38 and Sta. 0 +43 Air Content (` %,): 3.1 3 -6 Concrete Temp. (F): 87 Ambient Temp. (F): 85 Plastic Unit Wt. (pct): 143.5 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) (Ibs) (psi) Type 1 1 6.00 28.27 05/19/10 05/25/10 7 109,130 3,860 4 1 2 6.00 28.27 05/19/10 06/01/10 14 1 3 6.00 28.27 05/19/10 06/15/10 28 1 4 6.00 28.27 05/19/10 06/15/10 28 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.: Rian Lopez Started: 140( Reported To: Finished: 170( Contractor: Lacy Construction Report Distribution: (1) Pac9'rust Pacific Realty Associates L.I' (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. CRO00 1. 4.2,- 10. ite ..t Page I of I