MA FY 97/98-LR 980914 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.: 139434
PROJECT: Moore:Sandy Lake DATE OF SERVICE: 8/17/98
Texas, Various AUTHORIZATION:
REPORT DATE: 9/14/98
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: 8/17/98
PLANT: ~41 TIME SAMPLED: !0:40]LM. BY: Fadl Ibrahim
SPECIFICATION REQUIREMENTS TEMPERATURE (DegF) - AIR: 89 CONCRETE: 90
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 639 TICKET NO: 1118052
SLUMP: 4-5" AIR: 3 -5 MEASURED SLUMP (in.): 5 . 00
METHOD OF TEST AIR CONTENT(%): 4.30 UNIT WEIGHT(pcf): N/A
SAMPLING: ASTM C - 172 LOCATION OF PLACEMENT:
MOLDING&CURING: ASTM C31 40'North of Sandy Lane and 3'east of the west
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064 edge or west curb of Moore.
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39 REPORT OF TESTS
CONCRETE COMPRESStVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. TESTED (days) lin.) (sq.in.) (tbs. force) Ipsi) FRACTURE TYPE REMARKS
1 1 8/24/98 ? 6.00 28.27 53140 1880 UNJONDED CAP
1 2 9/14/98 28 6.00 28.27 77130 2730** CCNE
1 3 9/14/98 28 6.09 29.13 70920 2430** CCNE
** Does not comply with specified strength.
ADDITIONAL COMMENTS:
5 Gallons of water added at site.
Technician: Fadl Ibrahim Started: 09: 00AM Stopped: !1: 00]~M
Report Distribution:
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