SW9701-CS 980312 Maxim Technologies Inc,
2575 Lone Star Dr. · P,O. Box 224227
Odlae, Texee 75222
T E C H N O L O G I E S I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLI'ENT: ABCON CONSTRUCTION
Attn: Rusty Whitaker PAGE i OF 1
1045 E. HWY 121
Lewisville, TX 75057 PR0UECT NO.: 9710310
REPORT NO.: 130094
PROJECT: Pavement Renovation -Coppell DATE OF SERVICE: 2/13/98
Texas, Various AUTHORIZATION: RUSty
255 PARKWAY BLVD REPORT DATE: 3/12/98
SERVICES: Test compresslye strength specimens prepared by 'others and picked up at the
project site.
PROJECT DATA
CONTRACTOR: ABCON CONTRUCTION CLASS OF CONCRETE: N/A
CONCRETE SUPPLIER: N/A DATE OF PLACEMENT: 2/12/98
PLANT: N/'A TIME SAMPLED: N/A BY: Abcon Construction
SPECIFICATION REQUIREMENTS TEMPERATURE (DegF) - AIR: N/ACONCRETE: N/A
STRENGTH: Not Provided TRUCK NO: N/A TICKET NO: N/A
SLUMP: N/A AIR: N/A MEASURED SLUMP (in.):NOT PROVIDED
METHOD OF TEST AIR CONTENT(%): N/A UNIT WEIGHT(pef): N/A
CURING: ASTM C31
LOCATION OF PLACEMENT:
BEARING CONTACT: 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
'~=F NO. TESTED (days) (in.) (so.in.) (1be. force) (psi) .,FRACTURE TYPE REMARKS
I i 2/19/98 7 6.00 28.27 89650 3170 UNBONDED CAP
1 2 2/19/98 7 6.00 28.27 94220 3330 UNBONDED CAp
1 3 3/12/98 28 6.00 28.27 142180 5030 UNBONDED CAP
I 4 3/12/98 28 6.00 28.27 133620 4730 UNBONDED CAP
ADDITIONAL COMMENTS:
All information other than tests results was furnished to Maxim and assumed
to be correct,
Technician: Joe Henry Jernigan Started: 08:00AM Stopped: 09:00A~
Technician
Repo~ Distribution: ~
T C.