Coppell Trade-LR050629 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:58am
Supplier: TXI
Truck No: 510
Mix I,D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 66897
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 1.1
Concrete Temperature,° F: 90
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf: 148.2
Laboratory Test Data
Sample Information
Sample Time: 3:30am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 50
Placement Method: Laser Slip Form
Sample Locations: D/24.8
Placement Location: Slab-on-Grede ~ A-F/20-25
Date Cast: June 21, 2005
Specification
Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/28/2005 7 102,780 3,630
I 2 6.00 28.27 06/28/2005 7 103,650 3,670
Average 3,650
I 3 07/19/2005 28
I 4 07/19/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
'l'ne 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 consent of our company. Test results transmitted beretn 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Sts #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppeli, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 3:48am Plant: 141
Supplier: TXI
Track No: 112
Mix I.D. No.: 47
Water Added Onsite Before Test: 0 Gallons
WaterAdded OnsiteAfferTest: 10 Gallons
Result
Slump, inches: 4.00
Air Content, %: 1.2
Concrete Temperature, o F: 90
Ambient Temperature, o F: 70
Plastic Unit Weight, pcf: 148.3
Laboratory Test Data
Field Test Data
Test
Ticket No: 66912
Sample Information
Sample Time: 4:15am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 130
Placement Method: Laser Slip Form
Sample Locations: D/24.2
Placement Location: See page 1
Date Cast:June 21,2005
Specification
Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/28/2005 7 118,490 4,190
2 2 6.00 28.27 06/28/2005 7 126,770 4,480
Average 4,340
2 3 07/19/2005 28
2 4 07/19/2005 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 bo reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested st the location(s) referenced and are not necessarily indicstive of the properties of other apparently similar or identical
materials.
Page 2 of 7 o,~,~o~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21,2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
l[erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 4:34am
Supplier: TXI
Truck No: 70
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Plant: 141
Ticket No: 66929
0 Gallons
0 Gallons
Result
4.25
1.1
90
70
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3
3 4
Sample Information
Sample Time: 5:05am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 210
Placement Method: Laser Slip Form
Sample Locations: D.3/23.5
Placement Location: See page 1
Date Cast: June 21,2005
Specification Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/28/2005 7 120,120 4,250
06/28/2005 7 119,210 4,220
Average 4,240
07/19/2005 28
07/19/2005 28
Comments: Not tested for plastic unit weight.
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 usa of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frw¥, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 3:35am Plant: 141
Supplier: TXI
Truck No: 834
Mix I.D. No.: 47
Water Added Onsite Before Test: 0 Gallons
WaterAdded Onsite After Test: 10 Gallons
Result
Slump, inches: 4.50
Air Content, %: 1.3
Concrete Temperature, o F: 88
Ambient Temperature, o F: 68
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
Field Test Data
Test
Ticket No: 66961
Sample Information
Sample Time: 6:15am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 310
Placement Method: Laser Slip Form
Sample Locations: C/22.8
Placement Location: See page I
Date Cast: June 21, 2005
· Specification
Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/28/2005 7 123,330 4,360
4 2 6.00 28.27 06/28/2005 7 124,070 4,390
Average 4,380
4 3 07/19~2005 28
4 4 07/19~2005 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 w~ritten consent of our company. Test results transmitted heroin aro only applicable
to the actual samples tested at the Iccation(s) referenced and aro not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 4 of 7 o~.~_~o~,K,y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Materiaf lnformation
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:23am Plant: 141
Supplier: TXI
Truck No: 507
Mix I.D. No.: 47
Water Added Onsite Before Test:
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 1.6
Concrete Temperature, o F: 87
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf: 148.3
Laboratory Test Data
Ticket No: 67035
0 Gallons
Sample Information
Sample Time: 7:10am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Laser Slip Form
Sample Locations: E.5/22.5
Placement Location: See page 1
Date Cast: June 21,2005
Specification Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/28/2005 7 126,300 4,470
5 2 6.00 28.27 06128/2005 7 118,740 4,200
Average 4,340
5 3 07/19/2005 28
5 4 07/19/2005 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 usa of the client
indicated above and shall not be reproduced except in full without the wriffen consant of our company. 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #1{30
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 7:55am
Supplier: TXI
Truck No: 834
Mix I.D. No.: 47
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 67180
0 Gallons
0 Gallons
Result
Slump, inches: 4.00
Air Content, %: 1.7
Concrete Temperature,° F: 87
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf: 148.3
Laborator~ Test Data
Sample Information
Sample Time: 8:35am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 530
Placement Method: Laser Slip Form
Sample Locations: D.5/21.3
Placement Location: See page 1
Date Cast: June 21, 2005
Specification
Test Method
3-5 ASTM C143
N/A ASTM C231
ASTM Cl 064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
6 1 6.00 28.27 06/28/2005 7 123,170 4,360
6 2 6.00 28.27 06/28/2005 7 118,520 4,190
Average 4,280
6 3 07/19/2005 28
6 4 07/19~2005 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 no{ be reproduced except in full without the written consent of our company. 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0046
Service Date: June 21, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 29, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:53am Plant: 141
Supplier: TXI
Truck No: g22 Ticket No: 87243
Mix I.D. No.: 47
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
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
89
81
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
7 1 6.00 28.27
7 2 6.00 28.27
7 3
7 4
Sample Information
Sample Time: 9:40am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 610
Placement Method: Laser Slip Form
Sample Locations: D/20.8
Placement Location: See page 1
Date Cast: June 21,2005
Specification
3-5
N/A
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/28/2005 7 109,690 3,880
06~28~2005 7 108,980 3,850
Average 3,870
07/19/2005 28
07/19~2005 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruct ures
(1) City of Copperl TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: .3~~~'~/
Robert D. Ray, Sj, Ef~
Senior Pmjeot ~lA~ger
The tests were performed in genera/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 consent of our company. Test results transmitted herein ara only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 7 of 7