Loading...
SW9701-CS 980408TECHNOLOGIES INC Maxim Technologies Inc. 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texse'7S222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF CONCRETE COMPRESSIVE STRENGTH CLIENT: A~CON CONSTRUCTION Attn: Rusty Whitaker 1045 E. HWY 121 Lewisville, TX 75057 PROJECT: Pavement Renovation -Coppell Texas, Various 415 CA~BRIA PAGE i OF i PROJECT NO.: 9710310 REPORT NO.: 131192 DATE OF SERVICE: 3/11/98 AUTHORIZATION: Rusty REPORT DATE: 4/08/98 SERVICES: Sample concrete at location of placement, perform required field tests, prepare and test concrete compresslye strength specimens. CONTRACTOR: ABCON CONTRUCTION CONCRETE SUPPLIER: CUstom Crete PLANT: #1 SPECIFICATION REQUIREMENTS STRENGTH: 3000psi @ 28 DAYS SLUMP: 3-5" AIR: N/A METHOD OF TEST SAMPLING: ASTM C-172 MOLDING & CURING: ASTM C31 SLUMP: ASTM C143 TEMPERATURE: ASTM C1064 AIR CONTENT: ASTM C173 UNIT WEIGHT: N/A CAPPING/PADS: ASTM C617 TESTING: ASTM C39 REPORT OF TESTS CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH SI~T NO. TESTED (dave) (in.) (so.in.) fibs. force) (psi) FRACTURE TYPE 1 1 3/18/98 7 6.00 28.27 67050 2370 UNBOND~D CAP i 2 4/08/98 28 6.00 28.27 111380 3940 UNBONDED CAP 1 3 4/08/98 28 6.00 28.27 107560 3800 UNBONDED CAP I 4 HOLD PROJECT DATA DATE OF PtlACEMENT: 3/11/98 TIME SAMPLED: 12: 50PM BY: Joe Henry Jernigan TEMPERATURE (DegF) - AIR: 44 CONCRETE: 62 TRUCK NO: 420 TICKET NO: N/A MEASURED SLUMP (in.): S · O0 AIR CONTENT(e/e): N/A UNIT WEIGHT(pof): N/A LOCATION OF PLACEMENT: 415 Cambria sidewalk 5 feet from front door. REMARKS TeChnician: Joe Henry Jernigan Started: 11:00AM Stopped: 01:00PM Technician Report Distribution: