Freeport NIP(2.3)-LR000407 (2)TECHNOLOGIES INC
Maxim Technologies Inc.
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Telephone: (817) 284-7755
Fax: (817) 589-1420
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: FAST TRAK CONSTRUCTION
1150 EMPIRE CENTRAL PLACE
SUITE 124
ATTENTION: MR. KENT DALRYMPLE
DALLAS, TX 75247
PROJECT: 440 N. Royal Lane
Staples
Coppell, Texas
PAGE 1 OF
PROJECT NO.: 9711090
REPORT NO.: 023817
DATE OF SERVICE: 3/31/2000
AUTHORIZATION: Ross
REPORT DATE: 4/07/2000
SERVICES: Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: FAST TRAK CONSTRUCTION
CONCRETE SUPPLeR: MCR
PLANT: B00062394
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4" maximum AIR: NA
METHOD OF TEST
SAMPLING: ASTM C172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNITWEIGHT: ASTM C138
CAPPING/PADS: ASTM C1231
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
I 1 4/07/2000
1 2 4/28/2000
1 3 4/28/2000
PROJECT DATA
CLASS OF CONCRETE: 10072
DATE OF PLACEMENT: 3 / 31 / 2000
TIME SAMPLED: 12: 12PM BY: ALEX RIVERA
TEMPERATURE (Degl9 -AIR:75 CONCRETE: 76
TRUCKNO: 512 TICKETNO: 37283
MEASURED SLUMP (i..): 4.00
AIR CONTENT(%): NA UNIT WEIGHT(pc~: NA
LOCATION OF PLACEMENT:
Curb; northside of parking lot on south end
building.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (m.) (sq.m.) 0~. force) (p~) FRACTURE TYPE
7 6.00 28.27 113750 4020 CONE
28
28
1 4 HOLD
Tech-ician: ALEX RIVERA Started: 10: 00AM
CME TECHNICIAN
Report Distribution:
CITY OF COPPELL
1001 DD
Stopped: 01:00PM
Tim'-~egole, CET.
Office Manage~
O~r le. tters and rcports ate for the e. xclusive usc of the client m whom they ~ ~ ~ ~1 ~ ~ ~ e~ in s
apply only to the sample tes~l and/or respected, and are not md~cauve of the quantmes ot appatenay laenncm or smu at p .