Coppell Trade-LR060113CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0169
Service Date: December 15, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 13, 2006
Project:
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center- BId9 C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:00am
Supplier: TXI
Truck No: 67
Mix I.D. No.: B8274
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 171311
0Gallons
0 Gallons
Sample Information
Sample Time: 8:30am Date Cast: December 15, 2005
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 7/15
Placement Method: Direct Discharge
Sample Locations: E half portion covered area
Placement Location: Pavement, approach, E covered approach
on Sandy Lake
Field Test Data
Test Result
Slump, inches: 4.50
Air Content, %: 3.5
Concrete Temper'ature,° F: 54
Ambient Temperature, o F: 33
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
set specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/22/2005 7 135,280 4,780
1 2/22/2005 7 133,280 4,710
Average 4,750
01/12/2006 28 159,870 5,650
01/12/2006 28 170,220 6,020
Average 5,840
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution: ~ / J
(1) TechniStmctures (1) ~Fadden & Miller ~evleweo Dy. ~/~ ~ ~,/
(1) Ci~ of Cop~ll TX (1) Macat~ Engineering Inc ~ R~A D. Ray, S.E.T.~
(1) C~ of Coppell TX Senior Proj~t M~.
The t~ ~re ~ormed in general ac~rdance ~th applicable ASTM, AASHTO, or DOT test meth~s. This repod is ~clusively for the u~ ~e client
indicat~ a~ve and shall n~ ~ repr~uc~ ~ce~ in full wEhout the ~en ~nsent of our core.ny. Te~ results tmnsm~ herein are only applicable
to the actual samples tested at the I~ation(s) referenced and are n~ n~es~rily indicative of the prope~ies of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0167
Service Date: December 15, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: January 13, 2006
Project:
ll'erracon
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: 6:24am Plant: 143
Supplier: TXI
Truck No: 108 Ticket No: 171263
Mix I.D. No.: 8203
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 4.75
Air Content, %: 3,9
Concrete Temperature, O F: 47
Ambient Temperature, o F: 32
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sam~ Information
Sample Time: 7:30am
Technician: Kudret Aksu
Weather Conditions: Cloudy
Accumulative Yards: 7/10
Placement Method: Pump
Sample Locations: Same as placement
Placement Location: Retaining Wall at NE corner of building
Date Cast: December 15, 2005
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM 01O64
ASTM O1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/22/2005 7 88,090 3,120
12/22/2005 7 88,930 3,140
Average 3,130
01/1 2/2006 28 113,250 4,000
01/1 2/2006 28 114,750 4,060
Average 4,030
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: Kudret Aksu
(1) TechniS ructures (1) McFadden & Miller ~ ,~v,,~ .... ~.../J ~-~-- ,,-. r_ '.r_ ~ _/..~
(1) City of Cop~N~II TX (1) Macatee Engineering Inc Robert DRay, S..~Tj~
(1) City of C~ppelt TX ~enior Project M/q~/~e! . ..
The tests were performed in general accordance with appl cab e ASTM, AASHTO, or DOT test methods. This report is exclusively for th~ .es of th~ cl!e. nt
halt not be re roduced except in full without the written consent of our company. Test results transmitted herein are only applicable
indicated above and s P . -- - -- ar v nd nat va of the Drooert es of other apparent y sim ar or identical
to the actual samples tested at the location(s) referenceo ano are not necess..... .............
materials. Page 1 of 1 0,.p~,-~.~KW