ST0004(2006)-LR060522LAWRENCE 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 -31 Sam Garrett - Advanced Paving Company
REPORT DATE 5/22106
SPECIFICATIONS
PROJECT DATA
Strength (psi).
4200/28
Placement Date.
5/12/2006
Slump (in.)
3 -5
Sampled By
Alex Maya
Air Content ( %)
3-6
Weather
Partly Cloudy
Concrete Temp ( ° F):
95 max
Supplier /Mix:
Be /340L1504
1 -1
FIELD DATA SET #1
7
Ticket #-
89054036
Time Batched 7 49 AM Time Sampled
8 35 AM
Slump (in.). 5" Air Content: 50 Unit Weight: N/A
Conc. Temp (°F) 80 Ambient Temp (°F) 60 Yardage (c.y) 10 of 20
Placement Location: Paving - Repair along Freeport Parkway Section #125
Remarks.
FIELD DATA SET#
Ticket #, Time Batched Time Sampled
Slump (in.) Air Content: Unit Weight:
Conc. Temp ( °F) Ambient Temp ( °F). Yardage (c.y )
Placement Location.
Remarks.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #1
Cylinder #
Test Date
Age (Days)
Max. Load Ibs
Area in.
Strength (psi)
FC
Notes
1 -1
5/19/2006
7
87570
28.27
3100
D
1
1 -2
5/26/2006
14
28.27
1 -3
6/9/2006
28
28.27
1 -4
6/9/2006
28
28.27
1 -5
-
H
(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 SPECIFICA110NS UNLESS INDICATED IN NOTES
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138, C143 C172, C231
N ote: This 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 LE. Results apply only to above tests.
LAWRENCE ENGINEERING
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L-IProjects\Projects 2006 \CO6 -0303 Freeport Pkwy\C06- 0303 -31 Concrete Insp Report 5 -12