Coppell Trade-LR050701 CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051190.0052
Service Date: June 23, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 01,2005
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: 5:59am Plant: 141
Supplier: TXI
Truck No: 58
Mix I.D. No.: 8206
Water Added Onsite Before Test: 15 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
Ticket No: 68603
Sample Information
Sample Tim~: 6:42am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 50
Placement Method: Direct Discharge
Sample Locations: 100' S fram NW comer of Pavement
Placement Location: Pavement, W side
Result Specification Test Method
6.50 4-6 ASTM Cl 43
6.0 ASTM C231
82 ASTM C1064
79 ASTM C1084
ASTM C138
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 0613012005 7 87,560 3,100
1 2 6.00 28.27 06/30/2005 7 87,820 3,110
Average 3,110
1 3 07/21/2005 28
1 4 07/21/2005 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 ~re performed in general accordance wfth applicable ASTM, AASHTO, or DOT test methods. This raped is exclusively for the use of the client
indicated abow and shall not be reproduced except in full without the written consent of our company. Test results transm~ed herein are only applicable
to the actual samples tested at the Iocetion(s) referenced and are net necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0052
Service Date: June 23, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracan
8901 Carpenter Frwy, Ste #100
Datlas, Texas 75247
(214) 630-1010
Report Date: July 01,2005
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: 7:03am Plant: 141
Supplier: TXI
Truck No: 68 Ticket No: 68680
Mix I.D. No.: 8206
Water Added Onsite Before Test: 15 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
Sample Information
sample Time: 7:36am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 200' S from NW comer of Pavement
Placement Location: See page 1
Result Specification Test Method
5.75 4-6 ASTM C143
6.2 ASTM C231
84 ASTM C1064
82 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 06/30/2005 7 99,770 3,530
2 2 6.00 28.27 06/30/2005 7 87,830 3,110
Average 3,320
2 3 07/21/2005 28
2 4 07/21/2005 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 applicebl~ 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 Iocetien(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3 o~,.,~,-~,~..,~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0052
Service Date: June 23, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracan
8901 Carpenter F~vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 01,2005
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: 8:30am Plant: 141
Supplier: TXI
Truck No: 37 Ticket No: 68823
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 15 Gallons
WaterAdded Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 6.25
Air Content, %: 5.4
Concrete Temperature, o F: 84
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 9:10am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: 275' S from NW corner of Pavement
Placement Location: See page 1
Specification Test Method
4-6
ASTM C143
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)
3 1 6.00 28.27 06/30/2005 7 90,390 3,200
3 2 6.00 28.27 06/30/2005 7 90,260 3,190
Average 3,200
3 3 07/21/2005 28
3 4 07/21/2005 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: David B. Hogland
Report Distribution:
(1) Coppell Trade Center LP
(1) TechnlStructures
(1) C~y of Coppell TX
(1) C~y of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(I) Macatee Engineering Inc
Reviewed by: ~~
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 nut neceseadly indicative of the properties of other apparently similar or identical
materials.
Page 3 of 3