Coppell Trade-LR060112CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0173
Service Date: January 4, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date:January 12, 2006
Project:
rerr con
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: 6:51am
Supplier: TXI
Truck No: 837
Mix I.D, No.: 8206
Plant: 141
Field Test Data
Test
Ticket No: 179970
Sample Information
Sample Time: 7:30am Date Cast: January 4, 2006
Technician: Daniel J. Drogos
Weather Conditions: Partly cloudy, cool
Placement Method: Direct Discharge
Sample Locations: Adjacent to Grid 1.75, 50' S of building
Placement Location: Pavement, approximately 120' S of Grid A &
Grid 1.5-2.0
Specification
Result
Slump, inches: 5.00
Air Content, %: 4.7
Concrete Temperature, o F: 73
Ambient Temperature, o F: 57
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
I 1 6.0028.27 01111/2006 7
1 2 02/01/2006 28
1 3 02/01/2006 28
1 4
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM C1064
ASTM C138
Maximum Compressive
Load Strength
(lbs) (psi)
125,270 4,430
03/01/2006 56
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
Report Distribution:
(1) Coppell Trade Center LP (1) MerHman As _s _o~___ Inc .....
(1) TechniStructures (1) McFadden & Mdler ~ewewea Dy.
(1) City of Coppel( TX (1) Macatee Engineering Inc Robert D Ray, S.E.~'
(1) c,ty of Coppell TX Senior Project Ma~er,~.._
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclush/ely for the use
indicated above and shall not be reproduced except in full without the written consent of our company, Test results transmitted heroin aro only app~iceble
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparontly similar or identical
materials.
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