Coppell Trade-LR050822CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0089
Service Date: August 2, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 22, 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: 6:15am
Supplier: TXI
Truck No: 136
Mix I.D. No.: 8206
Plant: 141
Ticket No: 93032
Sam.~ Information
Sample Time: 7:00am
Technician: Terry Smith
Weather Conditions:
Accumulative Yards: 20
Placement Method:
Sample Locations: 650' N of Sandy Lake
Placement Location: Fire Lane, W of building
Date Cast: August 2, 2005
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.0
Concrete Temperature,° F: 77
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
08/09~2005 7 85,120 3,010
08/09/2005 7 82,700 2,920
Average 2,970
08/30/2005 28
08/30/2005 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 use of the client
indicated above and shall not be reproduced except in tull 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 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94051190.0089
Service Date: August 2, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'! rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 22, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: g40511g0
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 7:39am Plant: 141
Supplier: TXI
Track No: 583
Mix I.D. No.: 8206
Ticket No: 9316
~formation
Sample Time: 8:15am
Technician: Terry Smith
Weather Conditions:
Accumulative Yards: 130
Placement Method:
Sample Locations: 560' N of Sandy Lake
Placement Location: Fire Lane, W of building
Date Cast: August 2, 2005
Field Test Data
Test
Result
Slump, inches: 4.50
Air Content, %: 4.6
Concrete Temperature,° F: 80
Ambient Temperature, o F: 85
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
2 4
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Test
Tested (days)
08/09/2005 7
08/09/2005
08/30/2005
08/30/2005
Maximum Compressive
Load Strength
(lbs) (psi)
87,490 I 3,090
7 91,740 ~ 3,2~0
Average ",~,170
28
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 w~re performed tn 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 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 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94051190.0089
Service Date: August 2, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
rEffaCl:ln
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 22, 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: 8:41am
Supplier: TXI
Truck No: 583
Mix I.D. No.: 8206
Plant: 141
Ticket No: 93271
Sample Information
Sample Time: 9:30am Date Cast:August 2, 2005
Technician: Terry Smith Insp/Testing
Weather Conditions:
Accumulative Yards: 220
Placement Method:
Sample Locations: 450' N of Sandy Lake
Placement Location: Fire Lane, W of building
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
5.0
81
88
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
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
08109/2005 7 83,770 [2,960
08/09/2005 7 86,610 ~
Average 3,010
08/30/2005 28
08/30/2005 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: Terry Smith Insp/-I'esting
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Asscc Inc
(1) TechniStruclures (1) McFadden & Miller
(1) City of Coppell TX (1) Macatee Engineering Inc
(1) City of Coppell TX
Robert D. Ray,,~T.
Senior Project Manager
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 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.