Amberpoint BP-LR020404CONCRETE COMPRESSIVE STRENGTH TEST '
Report Number: 94021029.0159
Service Date: March 27, 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: April 04, 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: 9:08am Plant: 16
Supplier: Potter
Truck No: 101
Mix I.D. No.: 9337
Ticket No: 612349
Sample Information
Sample Time: 9:19am Date Cast: March 27, 2002
Technician: Gerry Graham
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: F/10, I/8, I/9 & 1/10
Placement Location: Piers
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.25 5-7 ASTM C-143
Air Content, %: N/A
Concrete Temperature, o F: 61 ASTM C1064
Ambient Temperature, o F: 54 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 04/03/2002 7 119,910 4,240
1 2 6.00 28.27 04/03/2002 7 120,250 4,250
Average 4,250
1 3 04/24/2002 28
1 4 04/24/2002 28
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 Services
(1) O'Bden & 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 Eng i~l/
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 0, LLw,~-r®,~,y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0154
Service Date: March 26, 2002
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) §30-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: Apdl 04, 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: 8:43am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9339
Ticket No: 612309
Sample Information
Sample Time: Date Cast: March 26, 2002
Technician: Gerry Graham
Weather Conditions: Fair, clear
Accumulative Yards: 14
Placement Method: Direct Discharge
Sample Locations: B/9, B/10, P/9 & P/10
Placement Location: Piers
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 5-7 ASTM C-143
Air Content, %: N/A ASTM C-231
Concrete Temperature, o F: 55 ASTM Cl 064
Ambient Temperature, o F: 40 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)
I 1 6.00 28.27 04/02/2002 7 119,880 4,240
1 2 6.00 28.27 04/02/2002 7 116,750 4,130
Average 4,190
I 3 04/23/2002 28
I 4 04/23/2002 28
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 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 Engipe~ng
Eugene~~
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 0~LLW~0, F~..K~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0161
Service Date: March 28, 2002
8901 Carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 04, 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: 8:38am
Supplier: Potter
Truck No: 107
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
Result
6.00
66
63
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 612439
Sample Information
Sample Time: 8:53am Date Cast: March 28, 2002
Technician: Gerry Graham
Weather Conditions: Fair, clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers K/9, L/9 & M/9
Placement Location: Piers
Specification Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/04/2002 7 123,040 4,350
04/04/2002 7 123,230 4,360
Average 4,360
04/25/2002 28
04/25/2002 28
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 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 Eng~
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 o,.~o,-~.,~K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0162
Service Date: March 28, 2002
8901 Carpenter FnNy., 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: April 04, 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: 4:49am Plant: 16
Supplier: Potter
Truck No: 106
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 612407
Sample Information
sample Time: 5:15am Date Cast: March 28, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving- Parking S to SE corner of building
See attached sketch
Result Specification Test Method
Slump, inches: 6.00 5.0 Max ASTM C-143
Air Content, %: 6.3 4-8 ASTM C-231
Concrete Temperature,° F: 59 ASTM C1064
Ambient Temperature, o F: 48 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 04/04/2002 7 113,160 4,000
1 2 6.00 28.27 04/04/2002 7 119,610 4,230
Average 4,120
1 3 04/25/2002 28
1 4 04/25/2002 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 dlient
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, ~W~0,-F~K~y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0162
Service Date: March 28, 2002
F, NG/NEEI~NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 830-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 04, 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: 5:55am Plant: 16
Supplier: Potter
Truck No: 105
Mix i.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 6.3
Concrete Temperature, o F: 62
Ambient Temperature, o F: 48
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612416
Sample Information
Sample Time: 6:!0am Date Cast: March 28, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C 1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (.sq. inches) Tested
2 1 6.00 28.27 04/04/2002 7 122,110 4,320
2 2 6.00 28.27 04/04/2002 7 115,270 4,080
Average 4,200
2 3 04/25/2002 28
2 4 04/25/2002 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, 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
materi~ls.
Page 2 of 4 0~LW~0~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0162
Service Date: March 28, 2002
ENGINEE I~dNG
8901 Carpenter Frw,/., 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: Apdl 04, 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: 6:20am Plant: 16
Supplier: Potter
Truck No: 103
Mix I.D. No.: 7752
Ticket No: 612421
Sample Information
sample Time: 6:35am Date Cast: March 28, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
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 5.0 Max ASTM C-143
Air Content, %: 6.1 4-8 ASTM C-231
Concrete Temperature, o F: 59 ASTM C1064
Ambient Temperature, o F: 46 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 04/04/2002 7 97,580 3,450
3 2 6.00 28.27 04/04/2002 7 94,100 3,330
Average 3,390
3 3 04/25/2002 28
3 4 04/25/2002 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 properties of other apparently similar or identical
materials,
Page 3 of 4 O'-LL~'~0,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0162
Service Date: March 28, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date:
April 04, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 8:01am
Supplier: Potter
Truck No: 105
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: 612434
Sample Information
Sample Time: 8:15am Date Cast: March 28, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification
7.00 5.0 Max
6.5 4-8
65
56
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
4 1 6.00 28.27 04/04/2002
4 2 6.00 28.27 04/04/2002
4 3 04/25/2002
4 4 04/25/2002
Test Method
ASTM C-143
ASTM C-231
ASTM C 1064
ASTM C- 1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 92,780 3,280
7 95,490 3,380
Average 3,330
28
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell- BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC Engin~e~,,~
Eugene Harbour
(1) City of Coppell - Constr Insp (1) State Farm Insurance Principal
The tests were performed in general accordance w th app cable 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 4 of 4 o, L~w,~o~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 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: April 04, 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: 108
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 7.25
Air Content, %: 7.1
Concrete Temperature,o F: 63
Ambient Temperature, o F: 51
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 612340
Sample Information
Sample Time: 8:45am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving- Parking SW corner of building slab
See attached sketch
Specification
Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/03/2002 7 98~870 3,500
04/03/2002 7 98,650 3,490
Average 3,500
04/24/2002 28
04/24/2002 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 properties of other apparently similar or identical
materials.
Page 1 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
EN4~N~I~NG
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 04, 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: 9:12am
Supplier: Potter
Truck No: 111
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: 612350
Sample Information
sample Time: 9:40am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
7.75 5.0 Max ASTM C-143
6.8 4-8 ASTM C-231
64 ASTM C1064
51 ASTM C-1064
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4 04/24/2002 28
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/03/2002 7 97,710 3,460
04/03/2002 7 91,670 3,240
Average 3,350
04/24/2002 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 properties of other apparently similar or identical
materials.
Page 2 of 6 o~ LLW'"O,-r~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
EN~INEE IL~4G
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: April 04, 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: 10:43am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 6.1
Concrete Temperature, o F: 68
Ambient Temperature, o F: 60
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612363
Sample Information
sample Time: 11:00am Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C 1064
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 04/03/2002 7 112,550 3,980
3 2 6.00 28.27 04/03/2002 7 111,710 3,950
Average 3,970
3 3 04/24/2002 28
3 4 04/24/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were per[ormed 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 0~ LLW~0~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
8901 Carpenter Fr~W., 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: April 04, 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: 11:55am
Supplier: Potter
Truck No: 109
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 6.4
Concrete Temperature, o F: 70
Ambient Temperature, o F: 63
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612374
Sample Information
Sample Time: 12:10pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1 O64
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 04/03/2002 7 107,110 3,790
4 2 6.00 28.27 04/03/2002 7 105,080 3,720
Average 3,760
4 3 04/24/2002 28
4 4 04/24/2002 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 properties of other apparently similar or identical
materials.
Page 4 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 2002
ENGIN/d~RING
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: April 04, 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: 12:32pm
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 6.2
Concrete Temperature, o F: 70
Ambient Temperature, o F: 64
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612382
Sample Information
Sample Time: 12:45pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C 1064
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 04/03/2002 7 90,180 3,190
5 2 6.00 28.27 04/03/2002 7 90,330 3,190
Average 3,190
5 3 04/24/2002 28
5 4 04/24/2002 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 properties of other apparently similar or identical
matedals.
Page 5 of 6 o, LLW/R01~:UI~. Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0156
Service Date: March 27, 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: April 04, 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: 1:53pm
Supplier: Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 6.25
Air Content, %: 7.0
Concrete Temperature,o F: 76
Ambient Temperature, o F: 67
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 612394
Sample Information
Sample Time: 2:05pm Date Cast: March 27, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
5.0 Max ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C- 1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
6 1 6.00 28.27 04/03/2002 7
6 2 6.00 28.27 04/03/2002 7
Average
6 3 04/24/2002 28
6 4 04/24/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
84,260 2,980
86,200 3,050
3,020
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestern 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 En~
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 6 of 6 o,<Lw,.o~