SW9701-CS 980318TE(:HNOLOGIES IN(:
Maxim Technologies Inc.
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
ABCON CONSTRUCTION
Attn: Rusty Whitaker
1045 E. HWY 121
Lewisvilla, TX 75057
Pavement Renovation -Coppall
Texas, Various
415 CAMBRIA
PAGE I OF i
PROJECT NO.: 9710310
REPORT NO.: 131192
DATE OF SERVICE: 3/11/98
AUTHOSIZATION: Rusty
8EPORT DATE: 3/18/98
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive 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
MOLOING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM CLO64
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
1 i 3/18/98
i 2 4/08/98
I 3 4/08/98
i 4 HOLD
PROJECT DATA
DATE OF PLACEMENT: 3/11/98
TIME SAMPLED: 12: 50PM BY: Joe Henry Jernigan
TEMPERATURE (OegF) - AIR: 44 CONCRETE: 62
TRUCK NO: 420 nCKET NO: N/A
MEASURED SLUMP (in.): 5 · 00
AIR CONTENT(%): N/A UNIT WEIGHT(pcf): N/A
LOCATION OF PLACEMENT:
415 Cambria sidewalk 5 feet from front door.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in,) (so.in.) {Ibs. force) (OSi) FRACTURE TYPE
7 6.00 28.27 67050 2370 UNBONDED CAP
28
28
REMARKS
Technician: Joe Henry Jernigan
Technician
Report Distribution:
1ool DY
Started: ll:OOAM Stopped: 01:00PM