Amberpoint BP-LR020412CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 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 12, 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: 9:10am
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612581
Sample Information
Sample Time: 9:35am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: M.3, 9.8
Placement Location: Slab lines 9-11, C-N
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 60 ASTM C1064
Ambient Temperature, o F: 54 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
7 1 6.00 28.27 04/11/2002 7
7 2 6.00 28.27 04/11/2002 7
Average
7 3 05/02/2002 28
7 4 05/02/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
155,630 5,500
151,280 5,350
5,430
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 Copper - Constr Insp
(1) City of Coppell - Bldg [nsp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
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. 0~ LLW~0,
Page 7 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
ENGINF. ERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 12, 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: 8:13am
Supplier: Potter
Truck No: 102
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612569
Sample Information
Sample Time: 8:45am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: L, 9.3
Placement Location: Slab lines (9-11, C-N)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
60
53
Set Specimen Diameter Area
No. ID (inches)~(sq. inches)
6 1 6.00 28.27
6 2 6.00 28.27
6 3
6 4
Specification Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/11/2002 7 152,960 5,410
04/11/2002 7 159,110 5,630
Average 5,520
05/02/2002 28
05/02/2002 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 6 of 7 o, LLW~O~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestern 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: April 12, 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: 6:33am Plant: 16
Supplier: Potter
Truck No: 107
Mix I.D. No.: 9349
Ticket No: 612560
Sample Information
Sample Time: 7:00am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 400
Placement Method: Direct Discharge
Sample Locations: J, 10
Placemen( Location: Slab lines 9-11, C-N
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
4.00 ASTM C-143
60 ASTM C1064
48 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 04/11/2002 7 164,510 5,820
5 2 6.00 28.27 04/11/2002 7 169,860 6,010
Average 5,920
5 3 05/02/2002 28
5 4 05/02/2002 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 5 of 7 0, ~Lw,.0~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 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: April 12, 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: 5:05am
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612549
Sample Information
Sample Time: 5:30am Date Cast:April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: 9.2, F.8
Placement Location: Slab lines 9-11, C-N
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
5.50 ASTM C-143
60 ASTM Cl 064
48 ASTM C-1064
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Age at
Date Test
Tested (days)
4 I 6.00 28.27 04/11/2002 7
4 2 6.00 28,27 04/11/2002 7
Average
4 3 05/02/2002 28
4 4 05/02/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
165,890 5,870
171,270 6,060
5,970
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
indidated 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
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestern 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: April 12, 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: 4:27am
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612541
Sample Information
Sample Time: 5:00am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: 10.4, E
Placement Location: Slab lines (9-11, C-0)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
5.50 ASTM C-143
60 ASTM C1064
48 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (.sq. inches) Tested
3 1 6.00 28.27 04/11/2002 7 152,640 5,400
3 2 6.00 28.27 04/11/2002 7 148,300 5,240
Average 5,320
3 3 05/02/2002 28
3 4 05/02/2002 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
materials. Page 3 of 7 ~ LLW'"~I."~.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestern 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: April 12, 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: 3:30am
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Ticket No: 612529
Sample Information
Sample Time: 4:05am Date Cast:April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: D.3, 10.5
Placement Location: Slab lines 9-11, C-0
Result Specification Test Method
5.75 ASTM C-143
59 ASTM C1064
48 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratorv 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 04/11/2002 7 160,270 5,670
2 2 6.00 28.27 04/11/2002 7 154,890 5,480
Average 5,580
2 3 05/02/2002 28
2 4 05/02/2002 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
Page 9 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
ENGINEERING
8901 Carpenter Fnt,,y., 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 12, 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: 2:54am
Supplier: Potter
Truck No: 102
Mix i.D. No.: 9349
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratorv Test Data
Ticket No: 612521
Sample Information
Sample Time: 3:25am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 9, C.1
Placement Location: Slab lines (9-11 ,C-0)
Result Specification Test Method
6.00 ASTM C-143
60 ASTM C1064
48 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 04/11/2002 7 154,180 5,450
1 2 6.00 28.27 04/11/2002 7 151,860 5,370
Average 5,410
1 3 05/02/2002 28
1 4 05/02/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, pedorm 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 cf the client
indicated above and shah not be reproduced except in fu~l 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 7 o~ ~w~0~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0183
Service Date: April 4, 2002
8901 Carpenter Fn,W., 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 12, 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: 10:29am Plant: 16
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9337
Field Test Data
Test
Ticket No: 612594
Sample Information
Sample Time: 10:37am Date Cast: April 4, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: B/4, C/4 & D/4
Placement Location: Piers
Result Specification Test Method
5.75 5-7 ASTM C-143
N/A
67 ASTM C1064
56 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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 04/11/2002 7 153,820 5,440
1 2 6.00 28.27 04/11/2002 7 153,470 5,430
Average 5,440
1 3 05/02/2002 28
1 4 05/02/2002 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 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 wdtten 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 °'~L~°l
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0125
Service Date: March 14, 2002
ENGINEEI~r~
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 12, 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: 2:24pm
Supplier: LMC
Truck No: 834
Mix I.D. No.: 44
Plant: 3
Field Test Data
Test
Ticket No: 3141890
Sample Information
Sample Time: 3:45pm Date Cast: March 14, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Crane & Bucket
Sample Locations: See placement location
Placement Location: Manhole Sta. 00+00
Result Specification Test Method
3.25 2.0 Max ASTM C-143
4.1 3-5 ASTM C-231
79 ASTM C1064
78 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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 I 6.00 28.27 03/21/2002 7 109,650 3,880
I 2 6.00 28.27 03/21/2002 7 108,440 3,830
Average 3,860
I 3 6.00 28.27 04/11/2002 28 138,810 4,910
1 4 6.00 28.27 04/11/2002 28 135,240 4,780
Average 4,850
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution: HBC Engine/,/~--
(1) Transwestern Commercial Services (1) City of Coppell- Bldg Insp
(//
(1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd Reviewed by:
(1) TechniStructures Inc (1) Halff Associates Eugene HaJ~edr
(1) City of Coppell - Constr Insp (1) State Farm Insurance 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 w~thout 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,.L~,,~0,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0191
Service Date: April 4, 2002
Client: Transwestern 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: April 12, 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: 2:04pm
Supplier: LMC
Truck No: 757
Mix I.D. No.: 44
Plant: 7
Field Test Data
Test
Ticket No: 7115188
Sample Information
Sample Time: 4:00pm Date Cast: April 4, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Manhole at NW corner of slab
Result Specification Test Method
2.50 3.0 Max ASTM C-143
4.7 3.5-6.5 ASTM C-231
81 ASTM C1064
65 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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 04/11/2002 7 120,720 4,270
1 2 6.00 28.27 04/11/2002 7 117,770 4,160
Average 4,220
1 3 05/02/2002 28
1 4 05/02/2002 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) 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 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 shal~ 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. 01 L[W~01 F~ure Key
Page 1 of 1