Loading...
Coppell/121 Off Pk-LR040812~`1~iIACTEC -\ ~ MACTEC Engineering ' ~" and Consulting ENGINEERING AND CONSULTING `~~ 2200 Gravel Drive Fort Worth, Texas 76118-7123 Tel; 817-2847759 Fax: 817-589-1420 REPORT OF CONCRETE COMPRESSIVE STRENGTH CLIENT: SALYER AND ASSOCIATES 2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1 SUITE 200 GRAPEVINE, TX 76051 PROJECTNO.: 9023747 REPORT NO.: 4 04 9 94 PROJECT: xwY 121 BUSINESS PARK DATE OF SERVICE: 7/15/2004 AUTHORIZATION: REPORT DATE: 8/12/2004 SERVICES: Test compressive strength specimens prepared by others and picked up at the project site. PROJECT DATA CONTRACTOR: SALYER AND ASSOCIATES CLASS OF CONCRETE: NA CONCRETE SUPPLIER: NA DATE OF PLACEMENT: 7/15/2004 PLANT: NA TIME SAMPLED: N/A BY: Scott Jaeger SPECIFICATION REQUIR EMENTS TEMPERATURE (DegF) -AIR: NA CONCRETE: NA STRENGTH: 3 0 0 Ops i @ 2 8 DAYS TRUCK NO: NA TICKET NO: NA SLUMP: NA AIR: NA MEASURED SLUMP (in.): NOT PROVIDED METHOD OF TEST AIR CONTENT(%): NA UNIT WEIGHT(pcf): NA CURING: ASTM C31 LOCATION OF PLACEMENT: BEARING CONTACT: ASTM C1231 NOT PROVIDED. TESTING: ASTM C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH SET NO. TESTED da s in. s .in. (Ibs. force) si FRACTURE TYPE REMARKS 1 1 7/22/2004 7 6.00 28.27 99210 3510 PAD CAP 1 2 7/22/2004 7 6.00 28.27 100800 3570 PAD CAP 1 3 8/12/2004 28 6.00 28.27 114960 4070 PAD CAP 1 4 8/12/2004 28 6.00 28.27 116530 4120 PAD CAP ADDITIONAL COMMENTS: ALL INFORMATION OTHER THAN TEST RESULTS WAS FURNISHED TO MACTEC AND ASSUMED TO BE CORRECT. Technician: Scott Jaeger Report Distribution: 1 SALYER AND ASSOCIATES MACTEC ~1; CITY OF COPPELL Tim Begole, CET. Our levers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in full without the approval 01 the testing laboratory. The use of our name must receive our written approval. Our letters and reports 1001 TT apply only to the sample tested and/or inspected. and are not indicative of the quantities of apparently identical or similar products.