SW9701-CS 980331 (2)TECHNOLOGIES INC
Mexlm Technologies Inc.
2575 Lane Star Dr, e P.O. Box 224227
Dellel, 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
Lewisrills, TX 75057
Pavement Renovation-Coppell
Texas, Various
439 WOODHURST
PAGE I OF i
PROJECT NO.: 9710310
REPORT NO.:. 130780
DATE OF SERVICE: 3/03/98
AUTHORIZATION: RuSty
REPORT DATE: 3/31/98
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: ABCON CONTRUCTION
CONCRETE SUPPLIER: Customer Crete
PLANT: #1
SPECIFICATION REQt~IREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: N/A AIR: N/A
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143-
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLIr'$:ER
MART:ED DATE AGE
SET NO. TESTED Idavs}
I 1 3/10/98 7
i 2 3/31/98 28
i 3 3/31/98 28
PROJECT DATA
CLASS OF CONCRETE: Mix #5SK/3/4" Agg,
DATE OF PLACEMENT: 3/03/98
TIME SAMPLED: 08: 40AM BY: M~rio Villanueva
TEMPERATURE (DegF) - AIR: 48 CONCRETE: 60
TRUCK NO: 451 TICKET NO: 137275
MEASURED SLUMP (in.): 4,75
AIR CONTENT(%): 3 · 1 UNIT WEIGHT(pcf): N/A
LOCATION OF PLACEMENT:
Side walk at 439 Wood Hurst.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH
(in.) (sa.in.} {Ibsvforce) (osi)
6,00 28,27 77080 2730
6,00 28,27 115050 4070
6,00 28,27 118420 4190
FRACTURETYPE
UNBONDED CAP
UNBONDED CAP
UNBONDED CAP
REMARKS
i 4 HOLD
Technician: Mario Villanueva
Technician
Report Distribution:
(1} ASCON CONSTRUCTION
1001 DY
Started: 06:30AM Stopped: 09:30AM
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