Amberpoint BP-LR020618CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0286
Service Date: May 20, 2002
ENG INf~ P. ING
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: June 18, 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: 3:12pm
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Ticket No: 613899
Sample Information
sample Time: 3:55pm Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 0.7, 10.6
Placement Location: Grade beams 0.7-0 & 10.5-11
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 2.4 ASTM C-231
Concrete Temperature, o F: 77 ASTM Cl 064
Ambient Temperature, o F: 80 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 05/27/2002 7 129,320 4,570
1 2 6.00 28.27 05/27/2002 7 122,470 4,330
Average 4,450
1 3 6.00 28.27 06/17/2002 28 164,780 5,830
1 4 6.00 28.27 06/17/2002 28 168,770 5,970
Average 5,900
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
HBC Eng~
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd Reviewed by:
(1) Halff Associates Eugene R~.rbour
(1) State Farm Insurance 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.
Page 1 of 1 0~ ~w~o,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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: June 18, 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: 7:28am Plant: 16
Supplier: Potter
Truck No: 102
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 613837
Sample Information
Sample Time: 8:10am Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Placement Method:
Sample Locations: See placement location
Placement Location: Pavement N of building
(See attached sketch)
Result Specification Test Method
Slump, inches: 4.00 ASTM C-143
Air Content, %: 3.2 ASTM C-231
Concrete Temperature,° F: 74 ASTM C1064
Ambient Temperature, o F: 68 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 05/27/2002 7 148,770 5,260
1 2 6.00 28.27 05/27/2002 7 146,350 5,180
Average 5,220
1 3 6.00 28.27 06/17/2002 28 168,270 5,950
1 4 6.00 28.27 06/17/2002 28 169,350 5,990
Average 5,970
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,"a,.~.~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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: June 18, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppelt, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 8:15am Plant: 16
Supplier: Potter
Truck No: 102
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 613845
Sample Information
Sample Time: 8:40am Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 4.4 ASTM C-231
Concrete Temperature, o F: 74 ASTM Cl 064
Ambient Temperature, o F: 67 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratorl/ 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 05/27/2002 7 113,140 4,000
2 2 6.00 28.27 05/27/2002 7 114,820 4,060
Average 4,030
2 3 6.00 28.27 06/17/2002 28 144,150 5,100
2 4 6.00 28.27 06/17/2002 28 139,300 4,930
Average 5,020
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 be reproduced except in full without the written approval of Terrecon. 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: 94021029.0284
Service Date: May 20, 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: June 18, 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: 9:25am Plant: 16
Supplier: Potter
Truck No: 115
Mix I.D. No.: 7752
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
4.8
75
73
Ticket No: 613856
Sample Information
sample Time: 10:00am Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Specification
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
3 1 6.00 28.27 05/27/2002
3 2 6.00 28.27 05/27/2002
3 3 6.00 28.27 06/17/2002
3 4 6.00 28.27 06/17/2002
Test Method
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 124,530 4,400
7 125,350 4,430
Average 4,420
28 142,770 5,050
28 144,100 5,100
Average 5,080
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 6 01'LLW~°~ E~e Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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: June 18, 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: 10:04am Plant: 16
Supplier: Potter
Truck No: 106
Mix I.D. No.: 7752
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
5.1
76
78
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Ticket No: 613864
Sample Information
Sample Time: 11:05am Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C 1064
ASTM C- 1064
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/27/2002 7 114,330 4,040
05/27/2002 7 118,620 4,190
Average 4,120
06/17/2002 28 141,580 5,010
06/17/2002 28 141,270 5,000
Average 5,010
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 4 of 6 0, ~w~e,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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: June 18, 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: 11:49am Plant: 16
Supplier: Potter
Truck No: 115
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 4.9
Concrete Temperature,o F: 75
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613879
Sample Information
Sample Time: 12:35pm Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
5 1 6.00 28.27 05/27/2002 7 137,530 4,860
5 2 6.00 28.27 05/27/2002 7 135,640 4,800
Average 4,830
5 3 6.00 28.27 06/17/2002 28 159,020 5,620
5 4 6.00 28.27 06/17/2002 28 173,800 6,150
Average 5,890
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 ether apparently similar or identical
materials.
Page 5 of 6 o~ LLW/~°I
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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: June 18, 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: Plant: 16
Supplier: Potter
Truck No: 102 Ticket No:
Mix I.D. No.: 7752
Field Test Data
Test
Sample Information
sample Time: 2:00pm Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 5.2 ASTM C-231
Concrete Temperature, o F: 76 ASTM C1064
Ambient Temperature, o F: 80 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)
6 I 6.00 28.27 05/27/2002 7 115,660 4,090
6 2 6.00 28.27 05/27/2002 7 117,540 4,160
Average 4,130
6 3 6.00 28.27 06/17/2002 28 142,320 5,030
6 4 6.00 28.27 06/17/2002 28 142,270 5,030
Average 5,030
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 Coppelt - 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 propedies of other apparently similar or identical
materials.
Page 6 of 6 o~.~w,~
PROJECT:
PROJECT NO.:
CALCD. OY:
CHKD BY:
DATE:
DATE:
ENGINEERING, INC.
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