MA FY 97/98-LR 980916 Maxim Technologies Inc.
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COM PRESSIVE STRENGTH
CLIENT: ABCON CONSTRUCTION
Attn: Rusty Whitaker PAGE 1 OF 1
1045 E. HWY 121
Lewisville, TX 75057 PROJECT NO.: 9710310
REPORT NO.: 140204
PROJECT: Pavement Renovation -Coppell DATE OF SERVICE: 9/03/98
Texas, Various AUTHORIZATION: Rue ;y
719 I{AWK REPORT DATE'. 9/16/98
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressire strength specimens.
PROJECT DATA
CONTRACTOR: ABCON CONTRUCTION CLASS OF CONCRETE: Mix #8203
CONCRETE SUPPLIER: TXI DATE OF PLACEMENT: 9/03//98
PLANT: ~31 TIME SAMPLED: 12:30PM BY: CME Division
SPECIFICATION REQUIREMENTS TEMPERATURE (DegF) - AIR: 99 CONCRETE: 93
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: ?38 TICKET NO: 21133150
SLUMP: 4" AIR: 3-6 MEASUREDSLUMP(in,): 4.00
METHOD OF TEST AIR CONTENT(%): 5.30 UNIT WEIGHT(pcf): N/A
SAMPLING: ASTM C-172 LOCATION OF PLACEMENT:
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143 20x13 Concrete section street paving
TEMPERATURE: ASTM C1064 positioned dead center of side walk from
AIR CONTENT: 718 Hawk Road, right section of right (con'd)
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
SET NO. TESTED (days) (in.) (sq.in.) fibs. force) (psi) FRACTURE TYPE REMARKS
1 1 9/10/98 7 6.00 28.27 70170 2480 UNBONDED CAP
i 2 10/01/98 28
1 3 10/01/98 28
ADDITIONAL COMMENTS:
LOCATION OF PLACEMENT: section of street looking west.
Technician: CME Division
Report Distribution:
(1 I ABCON CONSTRUCTION ~ ~~
m city of co..en M TEC L(2~/S INC.
/CME Di~is:~
Our ietters and reports are for the exclusive use of the client ~o whom they are addressed and shall no~ be reDroduced exceDz in