Coppell Trade-LR050831CONCRETE 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
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 31, 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
Sa_~_.ple 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)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
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
08/0912005 7 82,700 2,920
Average 2,970
08/30/2005 28 117,460 4,150
08/30/2005 28 117,120 4,140
Average 4,'150
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 rs 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 prope~es of other apparently similar or identical
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
'1 rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 31, 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: 7:39am
Supplier: TXI
Truck No: 583
Mix I.D. No.: 8206
Plant: 141
Ticket No: 9316
Sample Information
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 Specification
Slump, inches: 4.50 3-5
Air Content, %: 4.6 3-7
Concrete Temperature, O F: 80
Ambient Temperature, o F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
set specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 08/09/2005
2 2 6.00 28.27 08/09/2005
2 3 6.00 28.27 08/30/2005
2 4 6.00 28.27 08/30~2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 87,490 3,090
7 91,740 3,240
Average 3,170
28 120,100 4,250
28 122,410 4,330
Average 4,290
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 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 2 of 3 0~.-~,~01-~.
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 31,2005
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.: 8208
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
Result Specification Test Method
5.00 3-5 ASTM C143
5.0 3-7 ASTM C231
81 ASTM C1064
88 ASTM C1064
ASTM C138
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)
3 1 6.00 28.27 08/09/2005 7 83,770 2,960
3 2 6.00 28.27 08/09/2005 7 86,610 3,060
Average 3,010
3 3 6.00 28.27 08/30/2005 28 118,350 4,190
3 4 6.00 28.27 08/30/2005 28 113,670 4,020
Average 4,110
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/Testing
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Asso~ Inc
(1) TechniStructures (1) McFadden & Miller
(1) City of Coppell TX (1) Macatee Engineering Inc
(1) City of Coppell TX
Reviewed by: ~~~/
The tests were pen~ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for t~e 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.
Page 3 of 3 0~'"~-F~o