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St Ann Catholic-LR070222
CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94061334.0039 Service Date: February 14, 2007 Irerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630 -1010 Client: Report Date: February 22, 2007 St Ann Catholic C rch Project: St. Ann Catholic Parish Attn: Jennifer L' dsey New Addition 180 Samuel d 180 Samuel Blvd. Coppell TX 019 Coppell, TX Project No.: 94061334 Specified Strength: 3000 psi @ 28 Days Batch Time: 12:26 PM Plant: 3 Supplier: Lattimore Materials Co Truck No: 972 Ticket No: 3226230 Mix I.D. No.: 1261 Water Added Onsite Before Test: 6 Gallons Water Added Onsite After Test: 5 Gallons Field Test Data Test Result Slump, inches: 2.50 Air Content, %: 1.5 Concrete Temperature, aF: 46 Ambient Temperature,OF: 34 Plastic Unit Weight, pcf: 146.8 Sample Information Date Cast: February 14, 2007 Time: 1:15 PM Sampled by: Eric G. Jernigan Weather Conditions: Cloudy, cold Accumulative Yards: 3/13 Placement Method: Direct Discharge Sample Locations: Noted on attachement Placement Location: N sidewalk of renovated building & 18 light pole piers @ St. Ann Center, refer to attachement Specification 3 -5 3 -6 Test Metho ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 1 4 04/11/2007 56 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Field Results Reported To: Gary of Striland Construction Terracon Rep: Eric G. Jernigan Report Distribution: (1) St Ann Catholic Church (1) TechniStructures (1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by: (1) City of Coppell TX A. Bulent Ethem, P.G. (1) Page Southerland Page 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. Page 1 of 1 014 Key * = Field Test Results do not meet project specifications. Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (s q. inches Tested (days (Ibs) (psi) 1 1 6.00 28.27 02/21/2007 7 142,670 5,050 1 2 03/14/2007 28 1 3 03/14/2007 28 1 4 04/11/2007 56 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Field Results Reported To: Gary of Striland Construction Terracon Rep: Eric G. Jernigan Report Distribution: (1) St Ann Catholic Church (1) TechniStructures (1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by: (1) City of Coppell TX A. Bulent Ethem, P.G. (1) Page Southerland Page 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. Page 1 of 1 014 Key 9� ©� 3,7J b o�i 02 - /5 -o 7 TERRACON REPORT NO.. 9 40 6 / 33�-, oa39 i 'r '