MA FY 97/98-LR 980410 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 COMPRESSIVE STRENGTH
CLIENT: ARCON CONSTRUCTTON
Attn; Rusty Whitaker PAGE i OF 1
1045 E. HWY 121
Lewisville, TX 75057 PROdECTNO.: 9710310
REPORT NO.: 132030
PROJECT: Pavement Renovation -Cop~ell DATE OF SERVICE: 4/02/98
Texas, Various AUTHORIZATION: Rusty
906 I~PLELE~F REPORT DATE: 4/10/98
SERVICES: sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
PROJECT DATA
CONTRACTOR: 2~BCON CONTRUCTION CLASS OF CONCRETE: 5 Sack
CONCRETE SUPPLIER: Custon Crete DATE OF PLACEMENT: 4/02/98
PLANT: Joe Field Road TIME SAMPLED: 12: 53PM BY: Nakita Mitchell
SPECIFICATION REQUIREMENTS TEMPERATURE (DegF) - AIR: 80 CONCRETE: 79
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 358 TICKET NO: 139106
SLUMP: 3-5" AIR: N/A MEASURED SLUMP (in.): 5.00
METHOD OF TEST AIR CONTENT(%): N/A UNIT WEIGHT(pcf): N/A
SAMPLING: ASTM C-172 LOCATION OF PLACEMENT:
MOLDING & CURING: ASTM C31 906 Maple Leaf, side walks.
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
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.) (lbs. force) {psi) FRACTURE TYPE REMARKS
i 1 4/09/98 7 6.00 28.27 77600 2740 UNBONDED CAP
1 2 4/30/98 28
1 3 4/30/98 28
1 4 HOLD
Technician: Nakita Mitchell Started: ll:30AM Stopped: 01:30PM
CMS Technician
Report Distribution:
(1) ABCON CONSTRUCTION IIRA~
(1) City of Coee~l ·
v~s~on
Our letters and rel~rm are
full without the approve/of the t~ting laboratory. The uae of our name must receive ~ written lettam redorta
1001 DY apply ofliy to the sam!de teated m~cilM irmpected, and ~ze not inditer/v® of the quantifies of IppMlmly identic,d sc eimilM pceduct~.