Coppell Trade-LR050509CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0059
Service Date: April 28, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 09, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 2:45 pm Plant: 6
Supplier: LMC
Truck No: 5015
Mix I.D. No.: 1701
Water Added Onsite Before Test:
Water Added Onsite After Test: 0 Gallons
Ticket No: 6249566
0 Gallons
Sample Information
Sample Time: 4:00 pm Date Cast:April 28, 2005
Technician: Michael E. edom
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Line E Inlet, Sta. 0+30
Placement Location: 10' Inlets, Line E, Sra. 0+30; Line D, Sta.
0+30; Line B, Sra. 0+25
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 5.0 ASTM C143
Air Content, %: 4.9 3-7 ASTM C231
Concrete Temperature,O F: 87 ASTM C1064
Ambient Temperature, o F: 94 ASTM C1064
Plastic Unit Weight, pcf: 143.2 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 05/05/2005 7 83,710 2,960
1 2 6.00 28.27 05/05/2005 7 78,350 2,770
Average 2,870
1 3 05/26/2005 28
1 4 05/2612005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. edom
1) Coppell Trade Center LP (1) Merriman Asso(; Inc ~ / _~. / ~
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by: ~ ~ C,"--'r
(1) c Iy of Coppe TX Robert u. Ray,
Senior Preject ~a~er
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repeal is exclusively for the u~ 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0062
Service Date: April 29, 2005
'l['erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 09, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time:
Supplier: LMC
Truck No: 0 Ticket No:
Mix I.D. No.: 1701
WaterAdded Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 3.75
Air Content, %: 4.7
Concrete Temperature,O F: 80
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
Sample Information
Sampte Time: 2:20 pm Date Cast: April 29, 2005
Technician: Michael E. Odom
Weather Conditions: Fair
Accumulative Yards: 3.5
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Two Head Walls, Sta. 0+00, Line B 27";
Sta. 0+00, Line A 24"
Specification
Test Method
4.0 ASTM C143
3-7 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)
1 1 6.00 28.27 05/06/2005 7 110,890 3,920
1 2 6.00 28.27 05/0612005 7 110,120 3,890
Average 3,910
1 3 05/27/2005 28
1 4 05/27/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
(1) Coppell Trade Center LP (1) ~iman ~soc Inc
(1) Pritchard Ass~iat~ Inc (1) ~Fadden & Miller Reviewed by:
(1) Ci~ of Cop~l TX ~ Robe~ D. Ray, S.E.T. ~
(1) Ci~ of ~p~ll TX Senior Project Man~
The t~ts were ~dorm~ in general accordance ~th applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the use~e client
indicated a~ve and shall not be reproduced ~cept in full without the wri~en consent of our company. T~t resuEs transmiffed herein am only applicable
to the a~ual ~mples tested at the location(s) referenc~ and are not necessarily indicative of the pmpedies of other apparently similar or identical
materials.