Amberpoint BP-LR020509CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0258
Service Date: Apdl 30, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fwvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 09, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~;} Coppell
Coppell, Texas
Project Number: 94021029
Mate~fal Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 1:07pm
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613511
Sample Information
Sample Time: 1:34pm Date Cast: April 30, 2002
Technician: Geny Graham
Weather Conditions: Fair, mostly clear
Accumulative Yards: 388
Placement Method: Direct Discharge
Sample Locations: SP/1 and SP/2
Placement Location: Piers
Field Test Data
Test
Result
Slump, inches: 7.25
Air Content, %:
Concrete Temperature, o F: 83
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-t 064
Age at
Test
(days)
Set Specimen Diameter Ama Date
No. ID (inches) (sq. inches) Tested
1 I 6.00 28.27 05~07/2002
1 2 6.00 28.27 05/07/2002 7
Average
I 3 05~28/2002 28
1 4 05/28/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
98,820 3,490
92,130 3,260
3,380
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) Transwestem.Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStruotures 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 En~ng
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 excel3{ in full without the wrfften approval of Terracen. 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0260
Service Date: April 30, 2002
Client: Tmnswestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 09, 2002
Project: Amberpoint Building No. I
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number.' 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 7:50am
Supplier: Potter
Track No: 102
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613481
Sample Information
Sample Time: 8:25am Date Cast: April 30, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 90
Placement Method: Pump
Sample Locations: Panel #21
Placement Location: Panels ~r20, #21, fY23, ~89A, #89B, #89C,
#1, #87, ;~88, ~29 #99A, #99B & #99C
Field Test Data
Test
· Result
Slump, inches: 5.50
Air Content, %: 1.6
Concrete Temperature,o F: 74
Ambieht Temperature, o F: 75
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) .(.sq. inches) Tested
1 1 6.00 28.27 05/07/2002 7 110,500
1 2 6.00 28.27 05/07/2002 7 113,380
Average
1 3 05/28/2002 28
1 4 05/28/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
3,910
4,010
3,960
Services - ·Obtain samples of fresh concrete at the placement locations, perform required field tests and 'cast compressive
strength samples.
The tests were perforated 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~.ss~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number.- 94021029.0260
Service Date: April 30, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Ftwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 09, 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: 8:42am
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613492
Sample Information
Sample Time: 9:22am Date Cast: April 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 190
Placement Method:
Sample Locations: Panel #29
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.5
Concrete Temperature, o F: 75
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
Laboratory Test Data
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)
2 1 6.00 28.27 05/07/2002 7 109,970 3,890
2 2 6.00 28.27 05/07/2002 7 109,140 3,860
Average 3,888
2 3 05/28~2002 28
2 4 05/28/2002 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 repe~t 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0260
Service Date: April 30, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
ENG~
8901 Carpenter Fnvy., Suite#100 '
Dallas, Texas 75247
(214) 630-1010
Report Date: May 09, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~;~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 PSi ~ 28 Days
BatchTime: 9:25am Plant: 16
Supplier: Potter
Track No: 105
Mix I.D. No.: 9337
Ticket No: 613498
Sample Information
Sample Time: 10:15am Date Cast:April 30, 2002
Technician:' Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 260
Placement Method: Pump
Sample Locations: Panel ~99B
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 ASTM C-143
Air Content, %: 1.3 ASTM C-231
Concrete Temperature? F: 75 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)
3 1 6.00 28.27 05/07/2002 7 90,120 3,190
3 2 6.00 28.27 05/07~2002 7 95,010 3,360
Average 3,280
3 3 05/2812002 .28
3 4 05/28/2002 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 applicab~ 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 enly 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0260
Service Date: April 30, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214)630-1010
Report Date: May 09, 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: 10:05am Plant: 16
Supplier: Potter
Track No: 110
Mix I.D. No.: 9337
Ticket No: 613503
Sample Information
Sample Time: 10:50am Date Cast:April 30, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: Panel 88
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.4 ASTM C-231
Concrete Temperature,o F: 75 ASTM C1064
Ambient Temperature, o F: 86 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 05/07~2002 7 113,660 4,020
4 2 6.00 28.27 05/07/2002 7 109,250 3,860
Average 3,940
4 3 05~28~2002 28
4 4 05/28/2002 28
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) Transwestem Commemial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Conatr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engine/
Eugene Hart)our
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 Terracoft. 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 4