Coppell Trade-LR060118CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0161
Service Date: November 22, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date:January 18, 2006
Project:
reffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:00am
Supplier: TXI
Truck No: 805
Mix I.D. No.: 8602
Plant: 141
Ticket No: 160333
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 4.2
Concrete Temperature,° F: 65
Ambient Temperature, o F: 46
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 9:11am Date Cast: November 22, 2005
Technician: Daniel J. Dregos
Weather Conditions: Cool and sunny
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: Sidewalk, W side at F/24
Placement Location: Building C, W side Entrances at Column
Line F/13, F/19 and F/24
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
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 11/29/2005 7 114,300 4,040
1 2 6.00 28.27 12/20/2005 28 156,480 5,530
1 3 6.00 28.27 12/20/2005 28 150,420 5,320
Average 5,430
1 4 6.00 28.27 01/17/2006 56 166,200 5,880
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: Daniel J. Drogos
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc
(1) City of Coppell TX
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.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0181
Service Date: January 10, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Rafliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date:January 18, 2006
Project:
'1 rerracon
8901 Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:25am Plant: 141
Supplier: TXI
Truck No: 715 Ticket No: 184161
Mix I.D. No.: 564
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0Gallons
Field Test Data
Test Result
Slump, inches: 4.50
Air Content, %: 5.0
Concrete Temperature, o F: 56
Ambient Temperature, o F: 33
Plastic Unit Weight, pcf: 143
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
sample Time: 7:40am Date Cast: January 10, 2006
Technician: Polikarp J. Labecki
Weather Conditions: Partly sunny
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Outer Sections
Placement Location: Pavement, W Approach Drive
Specification
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/13/2006 3 87,860 3,110
1 2 6.00 28.27 01/17/2006 7 119,450 4,220
1 3 6.00 28.27 01/17/2006 7 126,340 4,470
Average 4,350
1 4 02/07/2006 28
1 5 02/07/2006 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 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.
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