Amberpoint BP-LR020610CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0276
Service Date: May 11,2002
Lq~g~INI~EI~JNG
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 10, 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: 7:30am
Supplier: Potter
Truck No: 115
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 613718
Sample Information
Sample Time: 7:50am Date Cast: May 11,2002
Technician: Brad Rengstorff
Weather Conditions: Cloudy
Accumulative Yards: 50
Placement Method: Pump
Sample Locations: Panel #50
Placement Location: Panels- 39-52, 91, SW1-SW8, Panel 92A,
B,C
Result Specification Test Method
5.25 4-6 ASTM C-143
1.6 N/A ASTM C-231
83 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 I 6.00 28.27
05/14/2002 3 g8,970 3,500
I 2 6.00 28.27 05/18/2002 7 124,160 4,390
I 3 6.00 28.27 05/18/2002 7 123,860 4,380
Average 4,390
1 4 6.00 28.27 06/08/2002 28 147,250 5,210
1 5 6.00 28.27 06/08/2002 28 148,220 5,240
Average 5,230
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 usa 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 5 o~ L~w~,,, K,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0278
Service Date: May 11, 2002
I~"N(~NEEI~NCl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 10, 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: 8:25am Plant: 16
Supplier: Potter
Truck No: 115
Mix I.D. No.: 9337
Ticket No: 613727
Sample Information
sample Time: 8:35am Date Cast: May 11, 2002
Technician: Brad Rengstorff
Weather Conditions: Cloudy
Accumulative Yards: 50
Placement Method: Pump
Sample Locations: Panel 42
Placement Location: Panel 39-43, 46-52, 91, 92, A, B, C,
SW1 -SW8
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 4-6 ASTM C-143
Air Content, %: 1.7 N/A ASTM C-231
Concrete Temperature,o F: 83 ASTM C1064
Ambient Temperature, o F: 73 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)
2 I 6.00 28.27 05/14/2002 3 93,650 3,310
2 2 6.00 28.27 05/18/2002 7 120,290 4,250
2 3 6.00 28.27 05/18/2002 7 115,500 4,080
Average 4,170
2 4 6.00 28:27 06/08/2002 28 153,450 5,430
2 5 6.00 28.27 06/08/2002 28 144,460 5,110
Average 5,270
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 ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 5 ~<Lw~o~o ~.~
'CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0276
Service Date: May 11, 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 10, 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: 9:43am Plant: 16
Supplier: Potter
Truck No: 103 Ticket No: 613738
Mix I.D. No.: 9337
Sample Information
Sample Time: 10:20am Date Cast: May 11, 2002
Technician: Brad Rengstorff
Weather Conditions: Cloudy
Accumulative Yards: 250
Placement Method: Pump
Sample Locations: Panel #39
Placement Location: Panel 39-43, 46-52, 91,92, A, B, C,
SW1-SW8
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 4-6 ASTM C-143
Air Content, %: 1.3 N/A ASTM C-231
Concrete Temperature, o F: 83 ASTM Cl 064
Ambient Temperature, o F: 74 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 05/14/2002 3 108,950 3,850
3 2 6.00 28.27 05/18/2002 7 125,360 4,430
3 3 6.00 28.27 05/18/2002 7 130,640 4,620
Average 4,530
3 4 6.00 28.27 06/08/2002 28 152,580 5,400
3 5 6.00 28.27 06/08/2002 28 151,090 5,340
Average 5,370
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 usa 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 5
'CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0276
Service Date: May 11,2002
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 10, 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: 10:30am
Supplier: Potter
Truck No: 115
'Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Result
Slump, inches: 4.75
Air Content, %: 1.2
Concrete Temperature, o F: 84
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613746
Sample Information
Sample Time: 11:15am Date Cast: May 11,2002
Technician: Brad Rengstorff
Weather Conditions: Cloudy
Accumulative Yards: 330
Placement Method: Pump
Sample Locations: Panel 92B
Placement Location: Panel 39-43, 46-52, 91, 92, A, B, C,
SW1-SW8
Specification
Test Method
4-6 ASTM C-143
N/A 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)
4 1 6.00 28.27 05/14/2002 3 94,610 3,350
4 2 6.00 28.27 05/18/2002 7 116,840 4,130
4 3 6.00 28.27 05/18/2002 7 120,900 4,280
Average 4,210
4 4 6.00 28.27 06/08/2002 28 139,580 4,940
4 5 6.00 28.27 06/08/2002 28 143,280 5,070
Average 5,01.0
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 heroin are only applicable
to the actual samples tested at the location(s) roferonced and ara not necessarily indicative of the properties of other apparontly similar or identical
materials.
Page 4 of 5 o~w~,~a,,~,~
'CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0276
Service Date: May 11,2002
E. NGINF~EI~ING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630~1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 10, 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: 11:37am
Supplier: Potter
Truck No: 102
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.4
Concrete Temperature,o F: 86
Ambient Temperature, o F: 82
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 613758
Sample Information
Sample Time: 12:20pm Date Cast: May 11,2002
Technician: Brad Rengstorff
Weather Conditions: Clear
Accumulative Yards: 450
Placement Method: Pump
Sample Locations: Panel SW7
Placement Location: Panel 39-43, 46-52, 91, 92, A, B, C,
SW1-SW8
Specification
Test Method
4-6 ASTM C-143
N/A 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 05/14/2002 3 90,300 3,190
5 2 6.00 28.27 05/18/2002 7 114,930 4,060
5 3 6.00 28.27 05/18/2002 7 112,870 3,990
Average 4,030
5 4 6.00 28.27 06/08/2002 28 . 132,260 4,680
5 5 6.00 28.27 06/08/2002 28 133,840 4,730
Average 4,710
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestem 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 En~ng
Eugene Harbour
Principal
The tests w~re performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa 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 ara not necessarily indicative of the properties or other apparently similar or identical
materials.
Page 5 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0292
Service Date: May 31,2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
,~p r ~Ba~~~ll~el,
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:41am Plant: 16
Supplier: Potter Concrete
Truck No: 106
Mix I.D. No.: 9337
Ticket No: 613917
Sample Information
Sample Time: 10:55am
Technician: Eric Garcia
Weather Conditions:
Accumulative Yards: 15
Placement Method: Pump
Sample Locations:
Date Cast: May 31,2002
Top left of grade beams @ B.9/0-1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %:
Concrete Temperature,o F: 85
Ambient Temperature, o F: 88
Plastic Unit Weight, pcf:
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
I I 6.00 28.27
1 2 6.00 28.27
I 3
I 4
Placement Location: Grade beams @ B.9-0.1 and M.7/0-1; 3
columns @ B.6 Line and 2 columns @ N
line (N/l, N.6/1)
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Date
Tested
06/07/2002
06/07/2002
06/28/2002
06/28~2002
Age at
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 100,230 3,540
7 96,420 3,410
Average 3,480
28
28
1 5
07~26/2002 56
Services -
strength samples.
Technician: Eric Garcia
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast com[~res~jve
.
Reviewed by:
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
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 properties of other apparently similar or identical
materials.
Page 1 of 1