ST9301-LR051206 P(' Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
' - v Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244837
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/07/2005
Coppell TX 75019
Report Date: 12/06/2005
Project: East Sandy Lake Road l,`" e.„-toe
ST 93 -01
Services: Test Compressive Strength Samples made by others and picked up at the jobsite.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 9616 MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 1 1/03/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: NA NA
SPECIFICATION REQUIREMENTS TIME SAMPLED: NA BATCH TIME: NA
STRENGTH: 0 psi @ 0 Days TEMPERATURE (F) - AIR NA F CONCRETE: NA F
SLUMP (in): NA TRUCK NO: 31 TICKET NO: 101331
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 NA
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: NA
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 12/01/2005 28 6.00 28.26 142830 5050 Unbonded Cap
1 2 Hold
All information other than test results was provided by the contractor and
assumed to be correct.
See Report #244836 for technician time.
1/ )11
Technician: Tim Stone Started: Finished: nee ,. _
Report Distribution: ` // . 4/
0) City of Coppell ` ` ` �` /�
■ (1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations 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 any 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 they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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