Amberpoint BP 2-LR030113CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0152
Service Date: December 14, 2002.
Client: Transwestem Commercial Services
Attn: James Gaspard
5001 Spring Valtey Rd Ste 600W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
'lrerracon
8901 Carpenter Frwy, Ste #100
DalLas, Texas 75247
(214) 630-1010
January 13, 2003
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:52am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9337
Ticket No: 12698
Sample Information
Sample Time: 4:10am Date Cast: December 14, 2002
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: Panel 42, 20' from bottom stops
Placement Location: Panels from 42 to 66
(Concrete daily report,attached)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
1.5
60
35
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 12/21/2002
1 2 6.00 28.27 12/21/2002
I 3 6.00 28.27 01/11/2003
1 4 6.00 28.27 01/11/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 101,480 3,590
7 100,870 3,570
Average 3,580
28 126,850 4,490
28 132,370 4,680
Average 4,590
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, o, LLW.~-.,*~.
Page 1 of 5
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0152
Service Date: December 14, 2002
'irerr can
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: January 13, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material information
Specified Strength: 3500 psi ~ 28 Days
Batch Time: 4:54am Plant: 1
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 9337
Ticket No: 12707
Sample Information
Sample Time: 5:15am Date Cast: December 14, 2002
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: Panel 46
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.5
Concrete Temperature, o F: 59
Ambient Temperature, o F: 35
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. iD (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28.27
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C 1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/21/2002 7 114,920 4,060
12/21/2002 7 111,140 3,930
Average 4,000
01/11/2003 28 150,610 5,330
01/11/2003 28 145,910 5,160
Average 5,250
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in generat 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 5 .,-LLW,"O,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0180 j~.i l~__./
Service Date: January 4, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
epod Date:
'lrerracan
8901 Carpenter Frw,/, Ste #100
Dallas, Texas 75247
(214) 630-1010
January 13, 2003
Project Number: 94021380
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:15am
Supplier: Hanson
Truck No: 1092
Mix I.D. No.: 9115
Plant: 29
Ticket No: 318626
Sample Information
sample Time: 10:25am Date Cast: January 4, 2003
Technician: Bryan C. Hughes
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: From NE corner of approach = 8' S & 15' W
Placement Location: Paving- leaveout @ NE approach to
Northpoint Drive
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laborator~ Test Data
Result
4.50
4.9
54
58
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
I 3
1 4
Specification Test Method
4-5 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)
01/11/2003 7 96,240 3,400
01/11/2003 7 95,000 3,360
Average 3,380
02/01/2003 28
02/01/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bryan C. Hughes
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStruclures
(1) City of Coppell - 81dg Insp
(1) City of Coppell - Constr Insp
(1) Slate Farm insurance
(1) HBC Engineering
Reviewed by:
HBC/Ter~n~
Eugene Harbour
Principal
The testa 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: 94021380.0152
Service Date: December 14, 2002
']rerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: January 13, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 Fsi (~ 28 Days
Batch Time: 6:16am Plant:
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9337
Ticket No: 12718
Sample Information
sample Time: 6:30am Date Cast: December 14, 2002
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: Panel 51, Half & to the top of panel
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:
Laboraton/ Test Data
Result
5.50
1.3
60
35
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Services -
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/21/2002 7 99,580 3,520
12/21/2002 7 99,170 3,510
Average 3,520
01/11/2003 28 135,860 4,800
01/11/2003 28 137,890 4,880
Average 4,840
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 5 o~.Lw~.o~.r~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0152
Service Date: December 14, 2002
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: January 13, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi ~ 28 Days
Batch Time: 7:11am Plant: 1
Supplier: Potter Concrete
Truck No: 103
Mix I.D. No.: 9337
Ticket No: 12727
Sample Information
Sample Time: 7:38am Date Cast: December 14, 2002
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: Panel 57, bottom to halfway
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
Set Specimen
No. ID
4 1
4 2
Result Specification Test Method
5.50 4-5 ASTM C-143
1.9 N/A ASTM C-231
61 ASTM C1064
37 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 12/21/2002 7 86,950 3,070
6.00 28.27 12/21/2002 7 88,430 3,130
Average 3,100
6.00 28.27 01/11/2003 28 115,210 4,070
6.00 28.27 01/11/2003 28 118,770 4,200
Average 4,140
4 3
4 4
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 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 5 O~-~L~.O~-~.
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0152
Service Date: December 14, 2002
'll'err can
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: January 13, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi ~ 28 Days
Batch Time: 8:19am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9337
Ticket No: 12737
Sample Information
Sample Time: 8:35am Date Cast: December 14, 2002
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: Panel 42, Half way & to the top of panels
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 4-5 ASTM C-143
Air Content, %: 1.8 N/A ASTM C-231
Concrete Temperature,o F: 62 ASTM C1064
Ambient Temperature, o F: 45 ASTM C-1064
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)
5 1 6.00 28.27 12/21/2002 7 95,310 3,370
5 2 6.00 28.27 12/21/2002 7 94,790 3,350
Average 3,360
5 3 6.00 28.27 01/11/2003 28 132,190 4,670
5 4 6.00 28.27 01/11/2003 28 130,110 4,600
Average 4,640
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of CoppeH - Constr Insp
(1) State Farm insurance
(1) HBC Engineering
Reviewed by:
HBC/Terracon
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 propedies of other apparently similar or identical
materials.
Page 5 of 5 o~ LLW~"~,-F,"~,
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