Coppell Trade-LR050609CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0066
Service Date: May 31,200~,,,~
Client: Coppell Trade~et'Eer LP
Attn: Al So~9~Ts
5055 ~r Spt'rags Rd Ste 300
Aden TX 75001
'lrerracan
8901 Carpenter Frwy, Ste #100
Dal[as, Texas 75247
(214) 630-1010
Material Information
Specified Strength:
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Report Date: June 09, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Sample Information
Sample Time: Date Cast: May 23, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations: E side Wing Wall
Placement Location: Double 8x4 Box Culvert, Wing Wall, E side
Result Specification Test Method
Age at
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 05/30/2005
1 2 6.00 28.27 05/30/2005
1 3 06/20/2005
1 4 06/20/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 130,230 4,610
7 123,650 4,370
Average 4,490
28
28
Comments: Not tested for plaetic unit weight.
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Laramie S. Chmnister
Report Distribution: ~ f/.~ X
(1) Coppell Trade Center LP (1) Merriman Assoc [nc //~. ~,~'. ~. ~'~'
(t) PntchardAssocinteslnc (1) McFadden&Miller Reviewed by: .,~'~----/"~{.~...'~ 2~'
(1) C~ of Coppell TX ~ RobeA D. Ray, S.E.T. ~
(1) C~ of Coppell TX Senior Proj~ M~
The tests ~re ~dorm~ in general accordance web applicable ASTM, ~SHTO, or DOT test methods. This repoK is exclusively for the us~f the client
indi~t~ a~ve and shall not ~ mproduc~ except in full without the wriffen consent of our company. Test results transmi~ed heroin are only applicable
to the a~ual sampl~ tested at the location(s) referenced and are not n~essarily indicative of the pmpeAies of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0067
Service Date: May 31,2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 09, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength:
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Ticket No:
Sample Information
Sample Time: Date Cast: May 22, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations: E Wing Wall Footing
Placement Location: Double 8x4 Box Culvert, Wing Wall Footing
Field Test Data
Test Result Specification
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)
6.00 28.27 05/29/2005 7 123,250 4,360
6.00 28.27 05/29/2005 7 119,860 4,240
Average 4,300
06/19/2005 28
06/19/2005 28
Comments: Not tested for plastic unit weight,
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Laramie S. Chronister
Report Distribution: ~ ~' //~ ~
(1)pritchardAssociateslnc (1) McFadden&Miller Reviewed by: .~ ~.-"~[~/ /
[11)) CC~/:Cf C~o:~p~[l TTXx Robert D.- ' Ray, S.E.T.y
Senior Project Ma~t~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use ~the client
indicated above and shell not be reproduced except in full without the wdtten 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 1 of 1