Gateway BP(1.2)-LR 990624TECHNOLOGIES INC
Maxim Technologies Inc.
2575 Lone Star Drive
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. h-WY 121
Lewisville, TX 75057
Pavement Renovation -Coppell
Texas, Various
GATEWAY & FRITZ
PAGE 1 OF 1
PROJECT NO.: 9710310
REPORT NO.: 148514
DATE OF SERVICE: 6/17/99
AUTHORIZATION: Rusty
REPORT DATE: 6/24/99
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: ABCON CONTRUCTION
CONCRETE SUPPLIER: C.C. I.
PtANT: NA
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 3"-5" AIR: NA
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: AS ~v[ C143
TEMPERATURE: ,~S ~v~ C1064
AIR CONTENT: ~S'[~v[ C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C1231
TESTING: AS ~v[ C39
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 6/24/99
1 2 7/15/99
1 3 7/15/99
PROJECT DATA
CLASS OF CONCRETE: NA
DATE OF PLACEMENT: 6/17/99
TIME SAMPLED: 07:45AM BY: Nick Nichols
TEMPERATURE (DegF) - AIR: 80 CONCRETE: 82
TRUCK NO: 355 TICKET NO: 174309
MEASURED SLUMP (in.): 5.00
AIR CONTENT{%): 1.1
LOCATION OF PLACEMENT:
Corner site. Gateway and Fritz (paving)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days~ (in.) (sq.in.~ {lbs. force} {psi} FRACTURE TYPE
7 6.00 28.27 73810 2610 UN-BONDED CAP
28
28
REMARKS
1 4 HOLD
Technician: Nick Nichols Started: 07:30AM Stopped: ll:30AM
Report Distribution: (1) ABCON CONSTRUCTION
(1) City of Coppell
MAXIM TECHNOLOGIES INC.
· CME'~' Df vi s3.on- ~
Our letters and reports are for the exc us ve use of the client to whom they are add. teased ~ shall not be. re~'oduced except in
full without the approval of the testing laboratory. The use of ou..r ha. mo must recew.e....our ,wrrtten a.ppr.o.va., u.ur let~.er..s and ra~xxls
1001 DD apply only to the sample tested and/or inspected, and are not ~nd~catJve of the quantit~s oT apparently IDentical or aim#ar products.