Amberpoint BP-LR020424 (3)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 8:15am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 612340
Sample Information
Sample Time: 8:45am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving- Parking SW corner of building slab
See attached sketch
Result Specification Test Method
Slump, inches: 7.25 5.0 Max ASTM C-143
Air Content, %: 7.1 4-8 ASTM C-231
Concrete Temperature,o F: 63 ASTM C1064
Ambient Temperature, o F: 51 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)
1 1 6.00 28.27 04/03/2002 7 98,870
1 2 6.00 28.27 04/03/2002 7 98,650
Average
1 3 6.00 28.27 04/24/2002 28 133,180
1 4 6.00 28.27 04/24/2002 28 127,130
Average
Maximum Compressive
Load Strength
(lbs) (psi)
3,500
3,490
3,500
4,710
4,500
4,610
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 1 of 6 o~ LLW~Ol
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
ENGINEERING
8901 Carpenter Fn~/y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 9:12am Plant: 16
Supplier: Potter
Truck No: 111
Mix I.D. No.: 7752
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612350
Sample Information
sample Time: 9:40am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See-page 1
Placement Location: See page 1
Result Specification Test Method
7.75 5.0 Max ASTM C-143
6.8 4-8 ASTM C-231
64 ASTM C1064
51 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 I 6.00 28.27 04/03/2002
2 2 6.00 28.27 04/03/2002
2 3 6.00 28.27 04/24/2002
2 4 6.00 28.27 04/24/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 97,710 3,460
7 91,670 3,240
Average 3,350
28 120,210 4,250
28 116,580 4,120
Average 4,190
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Th~s report ~s exclusively for the use of the cl~en
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. ' ' ' ..
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 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:43am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 612363
Sample Information
Sample Time: 11:00am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page1
Result Specification Test Method
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: 6.1 4-8 ASTM C-231
Concrete Temperature,° F: 68 ASTM C1064
Ambient Temperature, c F: 60 ASTM C-1064
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)
3 1 6.00 28.27 04/03/2002 7 112,550 3,980
3 2 6.00 28.27 04/03/2002 7 111,710 3,950
Average 3,970
3 3 6.00 28.27 04/24/2002 28 136,270 4,820
3 4 6.00 28.27 04/24/2002 28 138,730 4,910
Average 4,870
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 repod is exclusively for the use of the client
indicated above and shall not bo 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 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
ENGfNEEI~ING
6901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 11:55am
Supplier: Potter
Truck No: 109
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Ticket No: 612374
Sample Information
sample Time: 12:10pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.25 5.0 Max ASTM C-143
Air Content, %: 6.4 4-8 ASTM C-231
Concrete Temperature,° F: 70 ASTM C1064
Ambient Temperature, o F: 63 ASTM C-1064
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)
4 1 6.00 28.27 04/03/2002 7 107,110 3,790
4 2 6.00 28.27 04/03/2002 7 105,080 3,720
Average 3,760
4 3 6.00 28.27 04/24/2002 28 128,410 4,540
4 4 6.00 28.27 04/24/2002 28 126,380 4,470
Average 4,510
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 4 of 6 o~ LLW~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
ENGINEERING
8901 Carpenter Frwy., Suite $100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 12:32pm
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Ticket No: 612382
Sample Information
sample Time: 12:45pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 5.0 Max ASTM C-143
Air Content, %: 6.2 4-8 ASTM C-231
Concrete Temperature,° F: 70 ASTM C1064
Ambient Temperature, o F: 64 ASTM C-1064
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)
5 I 6.00 28.27 04/03/2002 7 90,180 3,190
5 2 6.00 28.27 04/03/2002 7 90,330 3,190
Average 3,190
5 3 6.00 28.27 04/24/2002 28 115,870 4,100
5 4 6.00 28.27 04/24/2002 28 113,470 4,010
Average 4,060
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 5 of 6 ~Lw~o~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
I~'NC~I~F~ER~N~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) §30-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 24, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 1:53pm
Supplier: Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.25
7.0
76
67
Ticket No: 612394
Sample Information
Sample Time: 2:05pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
6 1 6.00 28.27 04/03/2002
6 2 6.00 28.27 04/03/2002
6 3 6.00 28.27 04/24/2002
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 84,260 2,980
7 86,200 3,050
Average 3,020
28 108,270 3,83~
6 4 6.00 28.27 04/24/2002 28 112,350 3,970' . j
.
Average ~ _ ~/.3,900 /.~ _ -
Comments: Does not comply with specified strength. - ~-~,~.~J~_.~ _
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressrve /~..~
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
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 6 of 6 0~.LLW~.O~