Amberpoint BP-LR020524CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0281
Service Date: May 16, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 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: 5:31am
Supplier: Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Ticket No: 613779
Sample Information
Sample Time: 6:00am Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement- SW of building
(See attached sketch)
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %:
Concrete Temperature,o F: 75
Ambient Temperature, o F: 70
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) .(sq. inches)
1 I 6.00 28.27
I 2 6.00 28.27
I 3
I 4
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Date
Tested
05~23/2002
05~23/2002
06/13/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 133,660 4,730
7 133,360 4,720
Average 4,730
28
06/13/2002 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 rel~oduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the aofual samples tested st the location(s) referenced and are not necessarily indicative of the pmpedies of other apparently similar er Identical
· materials.
Page 1 of 6 .-u_w~.~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number.' 94021029.0281
Service Date: May 16, 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
(2f4) 63o-1010
Report Date: May 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: 6:19am
Supplier: Potter
Truck No: 103
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
Ticket No: 613787
Sample Information
Sample Time: 7:05am Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.50 ASTM C-143
4.8 ASTM C-231
75 ASTM C1064
71 ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. iD (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 05/2312002 7
2 2 6.00 28.27' 05/23~2002 7
Average
2 3 06/13/2002 28
2 4 06/13~2002 28
Maximum Compressive
LOad Strength
(lbs) (psi)
120,710 4,270 ·
114,690 4,060
4,t70
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 e~luslvely for the use of the client
indicated above and shall not be reproduced excep~ 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 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0281
Service Date: May 16, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 24, 2002
Project: Amberpoint Building No. 1
8901 Carpenter Fnvy., Suite ;/100
Dallas, Texas 75247
(214) 630-1010
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 7:34am Plant: 16
Supplier: Potter
Track No: 101
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 613800
Sample Information
Sample Time: 8:00am Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 240
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 5.0 ASTM C-231
Concrete Temperature,o F: 74 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)
3 1 6.00 28.27 05/23/2002 7 125,510 ' 4,440
3 2 6.00 28.27 05/23~2002 7 120,370 4,260
Average 4,350
3 3 06/13/2002 28
3 4 06/13/2002 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 relxxt is e~luatvely for the use of the cile~
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicab~e
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propmties of o~her apparently similar or identical
materials.
Page 3 of 6 ~,,~e~-,,~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0281
Service Date: May 16, 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 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: 7:54am Plant: 16
Supplier: Potter
Truck No: 103
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 613805
Sample Information
Sample Time: 9:30am Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 4.9 ASTM C-231
Concrete Temperature,o F: 76 ASTM C1064
Ambient Temperature, o F: 79 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 05/23~2002 7 122,150 4,320
4 2 6.00 28.27 05/23/2002 7 116,000 4,100
Average 4,210
4 3 06/13/2002 28
4 4 06/13/2002 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 ~ of other apparently similar or identical
rnateriais.
Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0281
Service Date: May 16, 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) 63O-lO10
Report Date: May 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: 10:12am Plant: 16
Supplier: Potter
Truck No: 109
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 613817
Sample Information
Sample Time: 10:50am Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 5.0 ASTM C-231
Concrete Temperature,° F: 77 ASTM C1064
Ambient Temperature, o F: 75 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 05/23/2002 7 118,360 4,190
5 2 6.00 28.27 05/2312002 7 121,120 4,280
Average 4,240
5 3 06/13/2002 28
5 4 06/13~2002 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, er DOT test matheds. This report is ex~uslvely for the use of the client
indicated above and shall n~ be repr~:luced except in full without the written approval of Teffacen. 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 ather apparently similar or identical
materials.
Page 5 of 6 ~w~,~,,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0281
Service Date: May 16, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn~'y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 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: 11:09am Plant: 16
Supplier: Potter
Track No: 101
Mix I.D. No~: 7752
Ticket No: 613827
Sample Information
Sample Time: 12:20pm Date Cast: May 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 500
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 ASTM C-143
Air Content, %: 5.0 ASTM C-231
Concrete Temperature,o F: 80 ASTM C1064
Ambient Temperature, o F: 85 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 1 6.00 28.27 05/23~2002 7 123,000 4,350
6 2 6.00 28.27 05/23/2002 7 120,520 4,260
Average 4,310
6 3 06/13/2002 28
6 4 06/13~2002 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) Transwestern Commercial Services
(1) O'Brien &Associates Inc
(1) TechniStructures Inc
(1) City of C;~ell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engin~
Eugene Harbeur
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 no{ be reproduced exce~ in full without the written approval of Terracon. Test results bansm/tted ~ are only applicelY~e
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparent~ similar or identical
materials.
Page 6 of 6
PROJECT:
PROJECT NO.:
CALCO. BY: DATE:
CHKD BY: DATE:
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0247
Service Date: April 25, 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 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: 12:16pm
Supplier:. Potter
Truck No: 115
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613394
Sample Information
Sample Time: 12:31pm Date Cast:April 25, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy & windy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Piers
Field Test Data
Test
Result
Slump, inches: 6.50
Air Content, %:
Concrete Temperature, o F: 71
Ambient Temperature, o F: 70
Plastic Unit Weight, pcf:
Laboratory Test Data
set specimen Diameter Area
No. ID (inches) (sq__~. inches)
1 1 6.00 28.27
I 2 6.00 28.27
Specification
Sample Location: Piers O.8/1.8, P/1.6 and
bottom half of bell of Q/1.8
Test Method
5-7 ASTM C-143
N/A
Date
Tested
05/02/2002
05/02/2002
I 3 6.00 28.27 05/23/2002
1 4 6.00 28.27 05~23/2002
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 119,710 4,230
7 117,130 4,140
Average 4,190
28 144,550 5,110
28 147,110 5,200
Average 5,160
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Techhician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Sen'ices
(1) O'Brien & Associates Inc
(1) TechniStructuras Inc
(1) City of Coppelt - Conatr lnsp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engineeri,~
Eugene Harbour
Principal
The tests were perforated in general accordance with applicable ASTM, AASHTO, or DOT test meflled$. This report is exctu~ely f~- the use of the client
indicated above and shall not be rapreduced excepl in full without the written approval of Teffacen. Test rasults transmitted herain are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~es of other apparently similar or identical
materials.
Page 1 of 1