MA0405-LR050615Rone Engineenng
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235634
Project No.: 0510346
Date of Service: 06/08/2005
Report Date: 06/15/2005
Services: Test Compressive Strength Samples made by others and picked up at the jobsite.
PROJECT DATA
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: NA
PLANT: NA
SPECIFICATION REQUIREMENTS
0 psi ~ 0 Days
NA
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
except 9 I 2
MIX DESIGN I.D.: NA
PLACEMENT DATE: 06/07/2005
WEATHER CONDITIONS: Nm
TIME SAMPLED: NA BATCH TIME: NA
TEMPERATURE (F) - AIR NAv CONCRETE: NA
TRUCKNO: NA TICKET NO: NA
A1R CONTENT {%): NA UNIT WEIGHT (pcf}: NA
OVERALL PLACEMENI LOCATION:
Skirt edge at approach into Fire Stalion #2 at MacArkhur and Condor
SAMPLE LOCATION: Same as above
REPORT OF TESTS
SLUMP
(inches)
NA
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 06/14/2005 7 6.00 28.26
1 2 07/05/2005 28 0.00 0.00
! 3 07/05/2005 28 0.00 0.00
M~XIMUM COMPRESSIVE
LOAD STRENGTH FRACTL~RE
(lbs. force) (psi) TYPE
96290
3410 Unbonded Cap
Unbonded Cap
Unbonded Cap
All information other than test results was provided by the contractor and
assumed to be correct.
Technician: Doyle Mackey
Report Distribution:
(1) City of Coppell
(1) City of Coppell
Started: Finished:
Clay Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc) or an5' other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and reports are
for the exclusive use of the clients to whom the~, are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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