Amberpoint BP 2-LR030310CONCRETE COMPRESSIVE STRENGTH TEST ~. ~/i , ~,'~:;)'..~ ~
lrerracon
Report Number: g4021380.024'1 ./"~ ~ 8gol Carpenter Frw~
Service Date: February 10, 2003 ~'tl ~ Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services t~Date: March 10, 2003
Attn: James Gaspard Projec ;,01 North
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244 Coppell, TX
8901 Carpenter Frwy, Ste #100
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:22am Plant: 1
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 9349
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
No. ID
1 1
1 2
Specimen Diameter
Ticket No: 113472
Sample Information
Sample Time: 8:58am Date Cast: February 10, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method:
Sample Locations: From G.L. B thru C
Placement Location: Slab leaveout on G.L.1 thru G.L.H thru A
except on where hydraulic pads are
Result Specification Test Method
4.00 4-5 ASTM C-143
1.9 N/A ASTM C-231
55 ASTM C1064
43 ASTM C-1064
1 3
I 4
Age at Maximum Compressive
Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 02/17/2003 7 138,550 4,900
6.00 28.27 02/17/2003 7 134,840 4,770
Average 4,840
6.00 28.27 03/10/2003 28 161,860 5,720
6.00 28.27 03/10/2003 28 164,240 5,810
Average 5,770
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the pl~,Cement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(2) Carter & Burgess Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppe[I - Bldg Insp
(1) State Farm Insurance Co
Reviewed by:
H B C/Te r~..~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in fulJ without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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