Coppell Trade-LR050906CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0111
Service Date: August 25, 2005
rEffal:l:ln
8901 Carpenter FnNy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 K~ Springs~'~ Ste 300
Addison TX 75001
Report Date: September 06, 2005
Project: Coppell Trade Center- Bldg C ~
NWC Sandy Lake/Freepo~
Coppell, TX ~
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:22am
Supplier: TXI
Truck No: 922
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test Result
Slump, inches: 10
Air Content, %: 4.6
Concrete Temperature, o F: 104
Ambient Temperature, o F: 89
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq inches)
I 1 6.00 28.27
1 2 6.00 28.27
Plant: 141
Ticket No: 107032
0 Gallons
0 Gallons
1 3
1 4
Sample Information
Sample Time: 7:03am Date Cast: August 25, 2005
Technician: Sergio Rodriguez
Weather Conditions: Warm
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: S side Paving
Specification ~
~ ~¢5"'i-M C 143
~ 3-7 f ASTM C231
I' .,. .~' ASTM C1064
f Age at Maximum Compressive
~' Date Test Load Strength
Tes~ted (days) (lbs__) (psi)
,~ 09_/01/2005 7 77,300 2,730
I.,¢W ~'~01/2005 7 75,860 2,680
~ ~ Average 2,710
09,22,2005 28
~ 09/22/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0111
Service Date: August 25, 2005
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: September 06, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:44am
Supplier: TXI
Truck No: 64
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test Result
Slump, inches: 6.00
Air Content, %: 4.6
Concrete Temperature, o F: 104
Ambient Temperature, o F: 89
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Set Specimen Diameter Area
No. rD (inches) (sq. inches)
Plant: 141
Ticket No: 1071
0 Gallons
0 Gallons
Sample Information
Sample Time: 8:30am Date Cast: August 25, 2005
Technician: Sergio Rodriguez
Weather Conditions: Warm
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement, S side
Specification Test Method
3-5
3-7
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
2 1 6.00 28.27 09/01/2005 7 86,530 3,060
2 2 600 28.27 09/01/2005 7 87,410 3,090
Average 3,080
2 3 09/22/2005 28
2 4 09/22/2005 28
Comments:
NOTE: Truck #922 came to job site with the 21" slump, see attached sketch
for placement of the concrete for this,
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: Superintendent
Technician: Sergio Rodriguez
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman ASSOC Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
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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