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SW9701-CS 980331
TECHNOLOGIES INC Maxim Technologies Inc. 2575 Lone Slar Dr. e P.O. Box224227 Dadin, Tees 7~-0 Telephone: (214) 631-2700 FAX: (214) 920-1881 REPORT OF CONCRETE COMPRESSIVE STRENGTH CUEliT: A.BCON CONSTR.UCTION AtCn: RusCy~ThiCaker 1045 E. ffi4Y 121 Lewisville, TX 75057 PROJECT: Pavement Renovation -Coppe11 Texas,.Vsrious 906 MA2LELEkF PAGE 1 OF I PROJECTNO.: 9710310 REPORT NO.: 132030 DA'IEOFSER~CF,: 4/02/98 AU'IHORIZA~ON: Rus~] REPORTDATE: 4/30/98 SER~CES: Sample concrete at ZocaCfon of placement, perform required fleld tests, prepare and test concrete compressire strength specimens. CON~RAClOR: ASCON CONTRUCTION CONCRE~SUPPMER: C~ston Crete PLANT: Joe Field Road SPECIFICA~ON REQUIREMENqB SqRENGTH: 3000psi ~ 28 DAYS SLUMP. 3 - 5" METHOO OF TEST SAMPUNQ: MOLDING & CURINra' SLUMP. TEMFERATUPa AIR CONI~NT: UNIT WEIGHT: CAPPINGJPAD~ TESTING: AiR: N/A AS'IN C-172 AS'IN C31 AS'Eli C143 ASTMCI064 AS'11(C231 ASTMC39 PROJECT DATA CLASS OF CONCREq~: 5 Sack DATE OF PLACEMENT: 4/02/98 qqME SAMPLED: 12: 53PM BY: Naktta Mitchell TEMPERATURE 03eg~ - NR: 80 CONCRETE: 79 TRUCK NO: 358 3~C~'r NO: 139106 MEASURED SLUMP On.): 5. O0 ,AIR CONI'~NT(%): N/A UNIT WEIGHTed: N/A LOCAq~ON OF PLACEMENT: 906 Maple Leaf, side walks. CYLINDER MARKED DATE AGE DiE, Ed AREA SET NQ. TESTED (days) fin.) /sa.in.I i I 4/09/98 7 6.00 28.27 1 2 4/30/98 28 6. O0 28.27 i 3 4/30/98 28 6. O0 28.27 1 4 HOLD REPORT OF TESTS CONOR,-P- COMPRESSVE STRENGTH - 6 X 12 CYHNDER8 MAXIMUM COMPRESSNE LOAD SIRENGTH ~s.~r~) WsR FRACTURETYPE 77600 2740 UNBONDF, D CAP 114150 4040 UNBONDED CAP 115300 4080 UNBONDED C.~ REMARKS Technician: Naktta Mitchell CHE Technician Report Distribution: Started: ll:30AM Stopped: 01:30PM MAiM TECHNOLOGIES INC.