Amberpoint BP-LR020530CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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 30, 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
Supplier: Potter
Truck No: 102
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: 613837
Sample Information
Sample Time: 8:10am Date Cast: May 20, 2002
Technician: Marvin Arandia
Weather Con. ditions: Clear
Placement Method:
Sample Locations: See placement location
Placement Location: Pavement N of building
(See attached sketch)
Result Specification Test Method
4.00 ASTM C-143
3.2 ASTM C-231
74 ASTM C 1064
68 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
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 06/17/2002 28
.1 4 06/17/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs)
(psi)
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, ~ DOT test methods. This relxxt is ex~Jsive~ for the use of the clie~
indicated above and shall no{ 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 ideofical
materials.
Page 1 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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
Report Date: May 30, 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: 8:15am
Supplier: Potter
Truck No: 102
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: 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
5.50 ASTM C-143
4.4 ASTM C-231
74 ASTM Cl 064
67 ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 05/27/2002
2 2 6.00 28.27 05/2712002 7
Average
2 3. 06/17/2002 28
2 4 06/17/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
113,140 4,000
114,820 4,060
4,030
Services - Obtain samples of fresh concrete at the placement locations, per[orm 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 uae of the client
indicated above and shall not be reproduced excep{ in full without the written approval of Termcon. Teat results trer~;,mltted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the pmpertisa of o~her apparently similar or identical
materials.
Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: MaY 20, 2002
Client: Transwestem Commercial Services
Atln: 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 30, 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
Supplier: Potter
Track No: 115
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.8
Concrete Temperature, o F: 75
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf:
Laboratory Test Data
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 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)
3 1 6.00 28.27 05/27/2002 7 124,530 4,400
3 2 6.00 28.27 05/27/2002 7 125,350 4,430
Average 4,420
3 3 06/17/2002 28
3 4 06/17/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were per[om~ed in general accordance with app/icable ASTM, AASHTO, o~ DOT test rnethods. This repr~ is exclusb~-'y 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 Ihe properties of other apparently similar or identical
materials.
Page 3 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 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 30, 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
Supplier: Potter
Truck No: 106
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.1
Concrete Temperature, o F: 76
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf:
Laboratory Test Data
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 I
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)
4 I 6.00 28.27 05~27/2002 7 114,330 4,040
4 2 6.00 28.27 05/2712002 7 118,620 4,190
Average 4,120
4 3 06/17/2002 28
4 4 06/17~2002 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 repod is exclusively for the use of the client
indicated above and shell nof be reproduced except in full without the written approval of Terracon. Test results transmitted herein are oaly 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 ..~w~o~, ~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Mate~fal Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 11:49am
Supplier: Potter
Truck No: 115
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
Result
4.00
4.9
75
79
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3
5 4
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
Date Test Load Strength
Tested (days) (lbs) (PSO
05/27/2002 7 137,530 4,860
05/27/2002 7 135,640 4,800
Average 4,830
06/17/2002 28
06/17~2O02 28
Services - Obtain samples of fresh concrete at the piacement locations, perform requirbd 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 c~lent
indicated above and shall not be reproduced excep{ in full without the written approval of Terrecon. Test results transmitted herein are only appiicabis
to the actual samples tested at the location(s) referenced'and are not necessarily indicative of the properties of (3~.her apparently similar o~ identical
materials.
Page 5 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0284
Service Date: May 20, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #1(30
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30, 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
Result
Slump, inches: 5.00
Air Content, %: 5.2
Concrete Temperature, o F: 76
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
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
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)
6 1 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
Ave rage 4, t 30
6 3 06/17/2002 28
6 4 06/17/2002 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) Transwestsm Commercial Sen, ices
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) city of Coppell - Conatr insp
(1) City of Coppell- BIdg Insp
(1) Hill & Willdnson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engi e~~
Eugene Harbeur
Pr~:tp~
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~ he reproduced except in full without the written 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 o~her apparently sireilar or identical
matedats.
Page 6 of 6
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 Fmty., Suite #100
Dallas, Texas 75247
(214) s30-1mo
Report Date: May 30, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Materfal Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 7:50am
Supplier: Potter
Truck No: 102
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, peri
Laboratory Test Data
Result
5.50
1.6
74
75
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 #20, #21, #23, #89A, #89B, #89C,
#1, #87, #88, #29 #99A, #99B & #99C
Specification
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 05/07/2002
1 2 6.00 28.27 05/07/2002
I 3 6.00 28.27 05/28/2002
I 4 6.00 28.27 05/2812002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Test
(days)
Maximum Compressive
Load St~3~h
(lbs)
7 110,500 3,910
7 113,380 4,010
Average 3,960
28 136,810 4,840
28 136,260 4,820
Average 4,830
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perfm'med In general accordance with applicable ASTM, AASHTO, or DOT test me~hods. This report is ~ fo~- the ,__~_ of the
indicated above and shall not be reproduced excepUn full without the wfltten appr°val °f Terrec°n' Test results transmitted herein are oaly app#cable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other appare~ly slrm~ar ~ identical
materials.
Page 1 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
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30~ 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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No, ID (inches)
2 I 6.00
2 2 6.00
Result
5.00
1.5
75
78
Area
(sq. inches)
28.27
28.27
2 3
2 4
6.00 28.27
6.00 28.27
Services -
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
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/07/2002 7 109,970 3,890
05/07/2002 7 109,140 3,860
Average 3,880
05/28/2002 28 t49,440 5,280
05/28/2002 28 147,560 5,220
Average 5,250
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests wore performed in general accordance with applicable ASTM, AASHTO, or DOT test rneUx~ds. This report is ~ for the use of the c#e~
indicated above and shall no~ be mprnduced except in full without the written approval of Terreco~. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are no~ necessarily indicative of the properties of ¢~ner 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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30, 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: 9:25am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 1.3
Concrete Temperature, o F: 75
Ambient Temperature, o 'F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
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 I
Specification
Date
Tested
05/07/2002
05/07~2002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
3 3 6.00 28.27 05/28/2002
3 4 6.00 28.27 05/28/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 90,120 3,190
7 95,010 3,360
Average 3,280
28 125,620 4,440
28 123,250 4,360
Average 4,400
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The ~e~.s were performed In general accordence with applicabla ASTM, AASHTO, er DOT teat mathnds. Thla rupert la exclusl~ly fer th~ us~ of the cit~
indicated above and shall no~ be reproduced exce~ in full without the written approval of Tenacen. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~tlas of other apparently similar ¢x identical
materials.
Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0260
Service Date: April 30, 2002
Client: Transwestem Commemial 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 30, 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
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.4
Concrete Temperature,o F: 75
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratory Test Data
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
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)
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 6.00 28.27 05/28/2002 28 135,510 4,790
4 4 6.00 28.27 05/28/2002 28 134,840 4,770
Average 4,780
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).Trens';,~tem Commercial Sen, ices
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coflpell - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Enginee~
Eugene Harbeur
The tests were pert'onned in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exc~uaively for the use o~ the client
indicated atx:we and shall not be reproduced except in full without the written approval of Tenacen. Test results transmitted herein are only apptlcahie
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the I~eflerties of other apparently similar or identical
materials.
Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0286
Service Date: May 20, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter F~vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30, 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
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
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
5.00 ASTM C-143
2.4 ASTM C-231
77 ASTM C1064
80 ASTM C-1064
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 05/27/2002 7 129,320 4,570
I 2 6.00 28.27 05/27/2002 7 122,470 4,330
Average 4,450'
I 3 06/17/2002 28
1 4 06/17/2002 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 Commercial Services
(1) O'Bfien & Associates Inc
(1) TechniStruclures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppetl - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC En~[~
Eugene Hart)our
Pdnctpal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the ues ~ ~ client
ind*mated above and shall not be reproduced excel3{ 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0254
Service Date: April 29, 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 30, 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: 10:52am Plant: 16
Supplier: Potter
Track No: 115
Mix I.D. No.: 9337
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.00
86
82
Ticket No: 613470
Sample Information
Sample Time: 11:30am Date Cast: Apdl 29, 2002
Technician: Gerry Graham
Weather Conditions: Fair, partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Piers
Sample Location: Piers Q/10.2, Q.1/11.1
and bell only and Pier Q/11
Specification Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 I 6.00 28.27 05/06/2002
I 2 6.00 28.27 05/06/2002
I 3 6.00 28.27 05/27/2002
1 4 6.00 28.27 05/27/2002
Age at
Test
(days)
Maximum Compressive
Load Strength
(lbs) (psi)
7 83,770. 2,960
7 87,950 3,110
Average 3,040
28 109,710 3,880
28 112,610 3,980
Average 3,930
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) TechniStructures 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 E n~,~g
Eugene Harbour
Principal
The tests were perfmmed in genetat accordance with appliceble ASTM, AASHTO, or DOT test methods. This report is esclusively for Ihe nse of the client
indicated above and shall not be reproduced except in full without the written approval of Terraco~. Test results transmitted herein are o~ly ap~iceble
to the actual samples tested at the Iocetion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 ,,.~s,~,~.~..~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Numbe.r: 94021029.0258
Service Date: April 30, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fp,¥y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 30, 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: 1:07pm
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
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
set Specimen
No. ID
I 1
1 2
Ticket No: 613511
Sample Information
Sample Time: 1 :$4pm Date Cast: April 30, 2002
Technician: Gerry Graham
Weather Conditions: Fair, mostly clear
Accumulative Yards: 388
Placement Method: Direct Discharge
Sample Locations: SP/1 and SP/2
Placement Location: Piers
1 3
I 4
Result Specification Test Method
7.25 5-7 ASTM C-143
N/A
83 ASTM C1064
83 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 05/07/2002 7 98,820 3,490
6.00 28.27 05/07~2002 7 92,130 3,260
Average 3,380
6.00 28.27 05/28/2002 28 121,810 4,310
6.00 28.27 05/28/2002 28 122,400 4,330
Average. 4,320
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 Se~ices
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppeit - Co~str Insp
(1) City of Coppell - BIdg Insp
(1) Hill & Will~nson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC E I~
Eugene Hartx)ur
Pdnc~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test matheds. This repett is exclusively for the use of Ihe ~
indicated above and shall not be reproduced exce~ in full without the written approval of Termco~. Test results transmitted herein are only applicable
to the acflJal samples tested at the Ioc~ion(s) referenced and are not necessarily indicative of the prope~'ties of other apparently similar ~x idenlical
materials.
Page 1 of 1