Amberpoint BP-LR020424CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 2002
[~NGINEE RtNG
8901 Carpenter Rwy., Suite #1(30
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: 9:37am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 612977
Sample Information
Sample Time: 4:25am Date Cast: April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: B.8, 10.9
Placement Location: Slab Lines A-C, 3-11
Result Specification Test Method
4.50 ASTM C-143
1.2 ASTM C-231
78 ASTM Cl 064
72 ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 04/23/2002 7 143,030 5,060
1 2 6.00 28.27 04/23/2002 7 138,930 4,910
Average 4,990
1 3 05/14/2002 28
1 4 05/14/2002 28
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 4 o, ~L~,*o, ~u,~ ~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 2002
8901 Carpenter Rwy., 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: 4:52am
Supplier: Potter
Truck No: 105
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.3
Concrete Temperature, o F: 72
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612986
Sample Information
sample Time: 5:30am Date Cast:April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: 10.1, A.5
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C 1064
ASTM C-1064
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 04/23/2002 7 115,090 4,070
2 2 6.00 28.27 04/23/2002 7 116,190 4,110
Average 4,090
2 3 05/14/2002 28
2 4 05/14/2002 28
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 2 of 4 0, LLW~g, Furze Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 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: 5:29am
Supplier: Potter
Truck No: 115
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.3
Concrete Temperature,o F: 79
Ambient Temperature, o F: 72
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612994
Sample Information
Sample Time: 6:04am Date Cast: April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: A.5, 9.2
Placement Location: See page 1
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
3 1 6.00 28.27 04/23/2002
3 2 6.00 28.27 04/23/2002
3 3 05/14/2002
3 4 05/14/2002
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C- 1064
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 134,530 4,760
7 132,430 4,680
Average 4,720
28
28
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 app cable 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 o~ ~L~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 2002
t~NGIN,~RING
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: 6:14am
Supplier: Potter
Truck No: 113
Mix I.D. No.: 9349
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
Ticket No: 613004
Sample Information
Sample Time: 7:05am Date Cast: April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: 8.4, A.7
Placement Location: See page 1
Result Specification Test Method
5.50 ASTM C-143
1.3 ASTM C-231
78 ASTM C1064
73 ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
4 1 6.00 28.27 04/23/2002 7
4 2 6.00 28.27 04/23/2002 7
Average
4 3 05/14/2002 28
4 4 05/14/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
118,320 4,180
119,300 4,220
4,200
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell- BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engin~
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0154
Service Date: March 26, 2002
8901 Carpenter FP, W. 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: 3000 psi @ 28 Days
Batch Time: 8:43am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9339
Field Test Data
Test
Ticket No: 612309
Sample Information
Sample Time: Date Cast: March 26, 2002
Technician: Gerry Graham
Weather Conditions: Fair, clear
Accumulative Yards: 14
Placement Method: Direct Discharge
Sample Locations: B/9, B/10, P/9 & P/10
Placement Location: Piers
Result Specification Test Method
Slump, inches: 6.00 5-7 ASTM C-143
Air Content, %: N/A ASTM C-231
Concrete Temperature,° F: 55 ASTM C1064
Ambient Temperature, o F: 40 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)
1 1 6.00 28.27 04/02/2002 7 119,880 4,240
I 2 6.00 28.27 04/02/2002 7 116,750 4,130
Average 4,190
1 3 6.00 28.27 04/23/2002 28 153,080 5,410
1 4 6.00 28.27 04/23/2002 28 149,850 5,300
Average 5,360
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructuras 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:
HBC Engine~
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 mpreduced 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 O~LLW~O,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0218
Service Date: April 16, 2002
ENGINEERING
8901 Carpenter Fr~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: 3000 psi @ 28 Days
Batch Time: 9:12am Plant: 16
Supplier: Potter
Truck No: 101
Mix I.D. No.: 9337
Field Test Data
Test
Ticket No: 613010
Sample Information
Sample Time: 9:28am Date Cast:April 16, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: B.2/11 and B/10.8
Placement Location: Piers
Result Specification Test Method
Slump, inches: 5.50 5-7 ASTM C-143
Air Content, %: N/A
Concrete Temperature, o F: 76 ASTM C1064
Ambient Temperature, o F: 70 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)
1 1 6.00 28.27 04/23/2002 7 118,180 4,180
1 2 6.00 28.27 04/23/2002 7 116,530 4,120
Average 4,150
1 3 05/14/2002 28
1 4 05/14/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniSt~'uctures 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'
HBC Engi~
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 o~ L~,~,~o~