Amberpoint BP 2-LR030116 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0159
Service Date: December 17, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
lrerracan
§901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Januaw 16,2003
Project Number: 94021380
Material Information
Specified Strength: 4500 psi ~ 28 Days
Batch Time: 3:57am Plant: 1
Supplier: Potter Concrete
Truck No: 106
Mix I.D. No.: 7753
Ticket No: 12802
Sample Information
Sample Time: 4:40am Date Cast: December 17, 2002
Technician: Jose A. Marti'nez
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving N of building
(See attachments)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
7.0
66
55
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 12/24/2002
1 2 6.00 28.27 12/24/2002
1 3 6.00 28.27 01/14/2003
I 4 6.00 28.27 01/14/2003
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 90,690 3,210
7 89,470 3,160
Average 3,190
28 124,420 4,40~
28 122,830 4,34~
Average 4,370
Comments: * Does not comply with specified strength.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
COMPLIES
This report complies with
project p!ans/specifications
based on our understan~g
of the requirements. ~ ~
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 df other apparently similar or identical
materials,
Page 1 of 4 0~-~Lw,.0,-r~u,.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0159
Service Date: December 17, 2002
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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
Janua~ 16,2003
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 5:05am Plant: 1
Supplier: Potter Concrete
Truck No: 101
Mix I.D. No.: 7753
Ticket No: 12810
Sample Information
sample Time: 5:27am Date Cast: December 17, 2002
Technician: Jose A. Madinez
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
ASTM C-143
6.8 ASTM C-231
69 ASTM C1064
55 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 12/24/2002 7 100,120 3,540
2 2 6.00 28.27 12/24/2002 7 100,720 3,560
Average 3,550
2 3 6.00 28.27 01/14/2003 28 132,210 4,680
2 4 6.00 28.27 01/14/2003 28 133,710 4,730
Average 4,710
Services - Obtain samples of fresh concrete at the placement locations, perform 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.
Page 2 of 4 o~ LLW~-~,~. K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0159
Service Date: December 17, 2002
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
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Janua~ 16,2003
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 6:35am Plant: 1
Supplier: Potter Concrete
Truck No: 106
Mix I.D. No.: 7753
Ticket No: 12820
Sample Information
Sample Time: 6:57am Date Cast: December 17, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
5.50 ASTM C-143
5.5 ASTM C-231
72 ASTM C1064
57 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
LaboratorF Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength '
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 12/24/2002 7 129,700 4,590
3 2 6.00 28.27 12/24/2002 7 121,140 4,280
Average 4,440
3 3 6.00 28.27 01/14/2003 28 164,960 5,830
3 4 6.00 28.27 01/14/2003 28 154,840 5,480
Average 5,660
Services - Obtain samples of fresh concrete at the placement locations, perform 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 properties of other apparently similar or identical
materials.
Page 3 of 4 01'LLWJR01FulureKeY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0159
Service Date: December 17, 2002
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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
January 16, 2003
Project Number: 94021380
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 8:19am Plant: 1
Supplier: Potter Concrete
Truck No: 111
Mix I.D. No.: 7753
Ticket No: 12830
Sample Information
Sample Time: 8:40am Date Cast: December 17, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 8.0
Concrete Temperature,o F: 66
Ambient Temperature, o F: 57
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 12/24/2002 7 99,830 3,530
4 2 6.00 28.27 12/24/2002 7 95,160 3,370
Average 3,450
4 3 6.00 28.27 01/14/2003 28 131,730 4,660
4 4 6.00 28.27 01/14/2003 28 127,410 4,510
Average 4,590
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Madinez
Report Distribution:
(1) Transweslern Commercial Sen,ices
(1) O'Brien & Assec
(1) Hill & Wilkinson LTD
(2) Carter & Burgess Inc
HBC/T~
(1) TechniStructures
(1) City of Coppell- Bldg Insp Reviewed by:
(1) City of Coppell - Constr Insp ~
(1) Slaples Inc 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 propedies of other apparently similar or identical
materials,
Page 4 of 4 0~-~w~-r,~,