ST0004(2006)-LR060607 (2)LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT City of Coppell REPORT DISTRIBUTION
PROJECT Freeport Parkway Rick O'Dell - City of Coppell
LE REPORT #• C06- 0303 -44 Sam Garrett - Advanced Paving Company
REPORT DATE 6/7/06
SPECIFICATIONS PROJECT DATA
Strength (psl) 4000/28 Placement Date 5/30/2006
Slump (in ) 3 -5
Air Content ( %) 3 -6
Concrete Temp ( °F) 95 max
Sampled By
Weather
Supplier /Mix
Ralph R
Cloudy/Warm
Beall /1504
Ticket #
Slump (in )
Conc Temp ( °F)
Placement Location
Remarks
FIELD DATA SET #1
88041208 Time Batched 8 17 AM Time Sampled 9 00 AM
50 Air Content. 53 Unit Weight: N/A
75 Ambient Temp ( °F) 77 Yardage (c y) 20 of 80
Paving - North Bound Freeport Parkway Sta 55+50
Ticket #
Slump (in )
Conc Temp ( °F)
Placement Location
Remarks
FIELD DATA SET#
Time Batched Time Sampled
Air Content: Unit Weight:
Ambient Temp ( °F) Yardage (c y )
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #
Cylinder #
Test Date
Age (Days)
Max. Load Ibs
Area ( sq in
Strength (psi)
FC
Notes
1 -1
6/6/2006
7
115300
2827
4080
C
1
1 -2
6/27/2006
28
2827
1 -3
6/27/2006
28
2827
1 -4
-
H
2817
(1) NORMAL CYLINDER SIZE 6" X 12" AREA 28 27 sq in UNLESS NOTED ABOVE
(2) FAILURE TYPE A =CONE, B =CONE AND SPLIT C =CONE AND SHEAR D =SHEAR E= COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138 C143 C172 C231
Note I his report is for the exclusive use of e Client addressed
This report may not be reproduced except in its entirety without
the written consent of LI= Results apply only to above tests
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LAWRENCE ENGINEERINR Cl
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