Amberpoint BP 2-LR030110 cONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94021380.0177
Service Date: January 2, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:34am Plant: 1
Supplier: Potter Concrete
Truck No: 110
Mix I.D. No.: 9385
Water Added Onsite Before Test: 15 Gallons
Ticket No: 12942
Sample Information
Sample Time: 8:20am Date Cast: January 2, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: From top of panel 141 & 10' down
Placement Location: Panels 141 to 136/112 to 108, 67 to 74 & 38
to 41
Note: Concrete daily report attached.
Field Test Data
Test
Result Specification Test Method
4.50 4-5 ASTM C-143
1.7 N/A ASTM C-231
57 55 - 95 ASTM C1064
40 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)
6.00 28.27 01/09/2003 7 162,450 5,740
6.00 28.27 01/09/2003 7 156,640 5,540
Average 5,640
01/30/2003 28
01/30/2003 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 propedies of other apparently similar or identical
materials.
Page 1 of 6 0~-~LW~.O~-~.K.y
coNCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0177
Service Date: January 2, 2003
'll'erracon
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 9:32am Plant: 1
Supplier: Potter Concrete
Truck No: 110
Mix I.D. No.: 9385
Ticket No: 12953
Sample Information
Sample Time: 9:50am Date Cast: January 2, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear, windy
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
110
Pump
See placement location
See page 1
Sample location: 3' E side of panel 36 & 37
from top to bottom
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.6
Concrete Temperature, o F: 56
Ambient Temperature, o F: 56
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 2827
2 3 6.00 28.27
2 4 6.OO 28.27
2 5
Specification
4-5
N/A
55 - 95
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)
01/05/2003 3 120,580 4,260
01/05/2003 3 128,910 4,560
Average 4,410
01/09/2003 7 162,690 5,750
01/09/2003 7 156,190 5,520
Average 5,640
01/30/2003 28
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 01'LL~'YRO1-F~m'KeY
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Transwestern Commercial Services
'lrerracon
Project Number: 94021380
Report Number: 94021380.0177
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 6 01/30/2003 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 6 O,-LL~,~-F,,.,.~.y
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0177
Service Date: January 2, 2003
']rerracon
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
BatchTime: 11:12am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9385
Water Added Onsite Before Test:
Ticket No: 12963
5 Gallons
Sample Information
Sample Time: 11:32am Date Cast: January 2, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear, light winds
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: W side of panel 110 & 4' E
from top to bottom
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
1,4
64
54
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
55 - 95 ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (.sq. inches) Tested (days) (tbs) (psi)
3 1 6.00 28.27 01/09/2003 7 168,870 5,970
3 2 6.00 28.27 01/09/2003 7 159,510 5,640
Average 5,810
3 3 01/30/2003 28
3 4 01/30/2003 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 O~-LL~.O~-~.,.,.
coNCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0177
Service Date: January 2, 2003
'il'erracan
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 12:57pm Plant: 1
Supplier: Potter Concrete
Truck No: 110
Mix I.D. No.: 9385
Ticket No: 12973
Sample Information
Sample Time: 1:08pm Date Cast: January 2, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear, windy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: From bottom of panel 69
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
5.00
1.5
65
58
Set Specimen Diameter Area
No. ID (inches) (.sq. inches)
4 1 6.OO 28.27
4 2 6.O0 28.27
4 3 6.00 28.27
4 4 6.00 28.27
4 5
4 6
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
55 - 95 ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/05/2003 3 125,330 4,430
01/05/2003 3 130,200 4,600
Average 4,520
01/09/2003 7 164,650 5,820
01/09/2003 7 166,020 5,870
Average 5,850
01/30/2003 28
01/30/2003 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 6 O~-LL,~O~-F~
cONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021380.0177
Service Date: January 2, 2003
'lrerracan
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 2:06pm Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9385
Ticket No: 12984
Sample Information
Sample Time: 2:47pm Date Cast: January 2, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear, windy
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: See placement location
Placement Location: See page 1
Sample location: From panel 41 center, 2'
each way from top to bottom
Field Test Data
Test
Result Specification Test Method
Slump, inches: 4.50 4-5 ASTM C~143
Air Content, %: 1.6 N/A ASTM C-231
Concrete Temperature, o F: 67 55 - 95 ASTM C1064
Ambient Temperature, o F: 57 ASTM Co1064
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)
5 1 6.00 28.27 01/09/2003 7 166,190 5,880
5 2 6.00 28.27 01/09/2003 7 166,840 5,900
Average 5,890
5 3 01/30/2003 28
5 4 01/30/2003 28
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 Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
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~ LLWIR01-F~U,e Key
· d
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
lrerracan
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 4500 psi (~ 28 Days
Batch Time: 7:11am Plant: 1
Supplier: Potter Concrete
Truck No:
Mix I.D. No.: 7753
Ticket No: 12994
Sample Information
Sample Time: 7:33am Date Cast:January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving N & E of building
(See attachments)
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 4-5 ASTM C-143
Air Content, %: 7.4 4-8 ASTM C-231
Concrete Temperature,o F: 54 ASTM C1064
Ambient Temperature, o F: 33 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 01/10/2003 7 93,340 3,300
1 2 6.00 28.27 01/10/2003 7 93,700 3,310
Average 3,310
1 3 01/31/2003 28
1 4 01/31/2003 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 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
'll'erracan
8901 Carpenter Fwvy, 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: Januanj 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 4500 psi (~ 28 Days
Batch Time: 8:03am Plant: 1
Supplier: Potter Concrete
Truck No: 105
Mix I.D. No.: 7753
Ticket No: 13002
Sample Information
Sample Time: 8:20am Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
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
5.00
7.2
58
40
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
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C- 1064
Age at
Date Test
Tested (days)
01/10/2003 7
01/10/2003 7
Average
01/31/2003 28
01/31/2003 28
Maximum Compressive
Load Strength
(lbs) (psi)
80,890 2,860
77,900 2,750
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 2 of 5 01"LLWFF~DI'rCL~Ure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
'lrerr can
8901 Carpenter Fn,vy. 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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 4500 psi ~ 28 Days
Batch Time: 9:23am Plant: 1
Supplier: Potter Concrete
Truck No: 105
Mix I.D. No.: 7753
Ticket No: 13012
Sample Information
sample Time: 9:43am Date Cast:January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 210
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 4-5 ASTM C-143
Air Content, %: 7.2 4-8 ASTM C-231
Concrete Temperature,e F: 63 ASTM C1064
Ambient Temperature, o F: 49 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 01/10/2003 7 101,650 3,590
3 2 6.00 28.27 01/10/2003 7 100,790 3,560
Average 3,580
3 3 01/31/2003 28
3 4 01/31/2003 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 5 o~-L~,,~0~-,~.,.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
lrerracan
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Ma teria I In fo rrna tio n
Specified Strength: 4500 psi (~ 28 Days
Batch Time: 11:00am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 7753
Ticket No: 13022
Sample Information
Sample Time: 11:45am Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 6.5
Concrete Temperature, o F: 65
Ambient Temperature, o F: 55
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
4-5 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 01/10/2003 7 98,380 3,480
4 2 6.00 28.27 01/10/2003 7 95,850 3,390
Average 3,440
4 3 01/31/2003 28
4 4 01/31/2003 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 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,-,~.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
ll'erracan
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 10, 2003
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Specified Strength: 4500 psi (~ 28 Days
Batch Time: 12:27pm Plant: 1
Supplier: Potter Concrete
Truck No: 103
Mix I.D. No.: 7753
Ticket No: 13032
Sample Information
sample Time: 1:00pm Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 4.75
Air Content, %: 6.8
Concrete Temperature, o F: 65
Ambient Temperature, o F: 61
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification
Test Method
4-5 ASTM C-143
4-8 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)
5 1 6.00 28.27 01/10/2003 7 92,960 3,290
5 2 6.00 28.27 01/10/2003 7 94,320 3,340
Average 3,320
5 3 01/31/2003 28
5 4 01/31/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perrorm 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
H BC/Ter~_.,~
(1) City of Coppeli - BIdg Insp
(1) City of Coppell - Constr Insp Reviewed by:
(1) State Farm insurance g,-~
(1) HBC Engineering 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 5 of 5 ~, ~Lw,~.,~...~
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JOB NO. h.q~
Date
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lrerracon
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