Amberpoint BP 2-LR030206CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0216
Service Date: January 28, 2003
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 530-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 06, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:54am Plant: 1
Supplier: Potter Concrete
Truck No: 112
Mix I.D. No.: 9349
Ticket No: 113326
Sample Information
Sample Time: 9:20am Date Cast:January 28, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
10
Motorized Buggy
Grid line A & from 8 to 6
Slab leaveout & bathrooms leaveout &
elevator pit
(See attachment)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
1.6
62
55
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Specification
4-5
N/A
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/04/2003 7 115,160 4,070
02/04/2003 7 110,900 3,920
Average 4,000
02/25/2003 28
02/25/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Repod Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(1) TechniStructures
(2) Carter & Burgess Inc
(1) City of Coppell - Constr Insp
(1) Cily of Coppell - Bldg Insp
(1) Stale Farm insurance Co
Reviewed by:
HBC/T~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full 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 propedies of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021380.0219
Service Date: January 28, 2003
'll'erracan
8901 Carpenter Fn~vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
At/n: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
February 06, 2003
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +3 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pct') (% compaction)
Leaveout Backfill
1003 Grid line A.5/11 1st 1 6 26.4 93.6 95
1004 Grid line C.5/11 1st 1 6 27.3 92.7 94
1005 Grid line E.5/11 1st 1 6 26.9 93.3 95
1006 Grid line F.5/11 1st 1 6 27.7 91.7 93
1007 Grid line H.5/11 1st 1 6 28.3 93.8 95
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: ContractodBdan
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commemial Services (2) Car[er & Burgess Inc
(1) O'Bden & Assoc (1) City of Coppell - Constr Insp
(1) Hill & Wilkinson LTD (1) City of Coppell- Bldg Insp
(1) TechniStructures (1) State Farm Insurance Co
Reviewed by:
HBCfTe,~
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 full 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.
Page 1 of 1