Amberpoint BP-LR020415CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0187
Service Date: April 5, 2002
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: April 15, 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: 8:24am
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
Plant: 16
Ticket No: 612721
Sample Information
Sample Time: 8:37am Date Cast: April 5, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: K/3, L/3, M/3 & N/3
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: 66 ASTM C1064
Ambient Temperature, o F: 55 ASTM C-1064
Plastic Unit Weight, pcf:
LaboratorF Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 04/12/2002 7
1 2 6.00 28.27 04/12/2002 7
Average
1 3 05/03/2002 28
1 4 05/03/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
120,020 4,240
124,100 4,390
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 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:
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
~ndicated 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,~Lw,*o~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0128
Service Date: March 15, 2002
8901 Carpenter Fn,vy., 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 15, 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: 12:42pm
Supplier: LMC
Truck No: 737
Mix I.D. No.: 44
Plant: 7
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.50
4.5
69
59
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
I 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Services -
Ticket No: 7114506
Sample Information
Sample Time: 3:00pm Date Cast: March 15, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 7
Placement Method: Crane & Bucket
Sample Locations: See placement location
Placement Location: Manhole Sta. 00+00, pour #2
Specification
Test Method
2.0 Max ASTM C-143
3-5 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
03/2212002 7 114,230 4,040
03/22/2002 7 115,520 4,090
Average 4,070
04/12/2002 28 162,050 5,730
04/12/2002 28 161,140 5,700
Average 5,720
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 - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC Engin~.~
Eugene Har'"~our
(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 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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 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 15, 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: 3:00am
Supplier: Potter
Truck No: 109
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612657
Sample Information
Sample Time: 5:30am Date Cast:April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: C.1, 7
Placement Location: Slab- lines (C-N, 7-9)
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
I 2
Result
5.25
64
53
1 3
1 4
Services -
Specification
Diameter Area Date
(inches) (sq. inches) Tested
6.00 26.27 04/12/2002
6.00 28.27 04/12/2002
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 140,990 4,990
7 144,740 5,120
Average 5,060
05~03~2002 28
05/03/2002 28
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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 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 15, 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: 3:33am
Supplier: Potter
Truck No: 113
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612659
Sample Information
Sample Time: 4:05am Date Cast:April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: D.9, 8.1
Placement Lecation: See page 1
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
5.00 ASTM C-143
65 ASTM C1064
54 ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 04/12/2002 7 148,960 5,270
2 2 6.00 28.27 04/12~2002 7 147,560 5,220
Average 5,250
2 3 05/03/2002 28
2 4 05/03/2002 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 7 "' tLWl~°l
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frw,/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 15, 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:
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Plant: 16
Ticket No:
Sample Information
Sample Time: 4:45am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: F.1,9.8
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
5.00 ASTM C-143
65 ASTM C1064
54 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature,° 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) (IDs) (psi)
3 1 6.00 28.27 04/12/2002 7 151,980 5,370
3 2 6.00 28.27 04/12/2002 7 162,780 5,760
Average 5,570
3 3 05/03/2002 28
3 4 05/03/2002 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 ~, L, w,~o~ Page 3 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Da[las~ Texas 75247
(214) 630-1010
Report Date: April 15, 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:
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Plant: 16
Ticket No:
Sample Information
Sample Time: 3:20am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: J.1, 8.1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 65 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)
4 1 6.00 28.27 04/12/2002 7
4 2 6.00 28.27 04/12/2002 7
Average
4 3 05/03/2002 28
4 4 05/03/2002 28
Maximum Compressive
Load Strength
(ihs) (psi)
156,040 5,520
145,780 5,160
5,340
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 appli~:able 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 Iccation(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: 94021029.0189 '
Service Date: April 5, 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 15, 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: 6:03am
Supplier: Potter
Truck No: 109
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612692
Sample Information
Sample Time: 6:25am Date Cast:April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 400
Placement Method: Direct Discharge
Sample Locations: J.7.3
Placement Location: See page 1
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
5.00 ASTM C-143
65 ASTM C1064
54 ASTM C-1064
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Age at
Date Test
Tested (days)
5 I 6.00 28.27 04/12/2002 7
5 2 6.00 28.27 04/12/2002 7
Average
5 3 05/03/2002 28
5 4 05/03/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
146,660 5,190
145,590 5,150
5,170
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 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 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 15, 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: 6:48am
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Plant: 16
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
65
57
Sample Information
Sample Time: 7:15am Date Cast:April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 510
Placement Method: Direct Discharge
Sample Locations: L.5, 8.6
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at
Test
(days)
7
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
6 1 6.00 28.27 04/12~2002
6 2 6.00 28.27 04/12~2002 7
Average
6 3 05/03/2002 28
6 4 05/03/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
138,480 4,900
147,450 5,210
5,060
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
~go~ Garpenter Fr~/. $oite #100
Dallas, Texas 75247
(214) 630-1 010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: April 15, 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: 7:31am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Ticket No: 612711
Sample Information
Sample Time: 7:55am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: L.9, 7.4
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 3.75 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 65 ASTM C1064
Ambient Temperature, o F: 57 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)
7 1 6.00 28.27 04/12/2002 7 148,550 5,250
7 2 6.00 28.27 04/12/2002 7 145,590 5,150
Average 5,200
7 3 05/03/2002 28
7 4 05/03/2002 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 Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
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 7 of 7 01'LLWfi~31 Future