Amberpoint BP 2-LR021122~ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0088
Service Date: November 14, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 7:54am Plant: 2
Supplier: Potter Concrete
Truck No: 116
Mix I.D. No.: 9337
Field Test Data
Test Result
Slump, inches: 5.50
Air Content, %: 1.5
Concrete Temperature,° F: 69
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
Ticket No: 111763
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 22, 2002
Pro~
Sample Time: 8:40am Date Cast: November 14, 2002
Technician: Bradford T. Rengstorff
Weather Conditions: Clear
Accumulative Yards: 12
Placement Method: Direct Discharge
Sample Locations: Pier H/2
Placement Location: See Report #94021380.0087 for placement
information
Specification Test Method
5-7 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Date
Age at Maximum Compressive
Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 11/21/2002 7 122,160 4,320
1 2 6.00 28.27-- ~,~ 11/21/2002 7 122,910 4,350
Average 4,340
1 4 12/12/2002 28
Services - Obtain samples of fresh concrete at the placement locations, pert'orm required field tests and cast compressive
strength samples.
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 propedies of other apparently similar or identical
materials, o,-~w,.o~
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0088
Service Date: November 14, 2002
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: November 22, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: Plant: 2
Supplier: Potter Concrete
Truck No: 0
Mix I.D. No.: 9337
Ticket No: 290144
Sample Information
Sample Time: 2:45pm Date Cast: November 14, 2002
Technician: Bradford T. Rengstor[f
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier D/2
Placement Location: See page I
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.25 5-7 ASTM C-143
Air Content, %: 1.75 N/A ASTM C-231
Concrete Temperature, o F: 74 ASTM C1064
Ambient Temperature, o F: 69 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 11/21/2002 7
2 2 6.00 28.27 11/21/2002 7
Average
2 3 12/12/2002 28
2 4 12/12/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
129,660 4,590
125,610 4,440
4,520
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bradford T. Rengstorff
Repod Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell- Bldg Insp
(1) City of Coppell - Constr Insp
(1) Stale Farm Insurance
(1) HBC Engineering
Reviewed by:
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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.
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