ST0004(2006)-LR060807LAWRENCE 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 -52 Sam Garrett - Advanced Paving Company
REPORT DATE 8/7/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4 000 @ 28 day Placement Date 7/10/2006
Slump rin I 3- 5 Sampled By O Flores
Air Content ( %) 3 -6 Weather Sunny
Concrete Temp (`F) 95 max Supplier /Mix: Beall /340L1504
FIELD DATA SET #1
Ticket #- 13667067 Time Batched 12 36 PM Time Sampled 1 22 PM
Slump (in ; 5" Air Content: 4 0 Unit Weight: N/A
Conc Temp '`F) 84 Ambient Temp (`F) 94 Yardage (c y) 20 of 60
Placement Location Pavement replacement - Section #212 westslde sta 12 +82
Remarks
Ticket #
Slump Jn )
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 #1
Cylinder #
Test Date
Age (Days)
Max Load (Ibs)
Area (sq in
Stren th (psi)
FC
Notes
1 -1
7/17/2006
7
110770
2827
3920
C
1
1 -2
8/7/2006
28
135950
2827
4810
B
1 -3
8/7/2006
28
138430
2827
4900
B
1-4
Hold
-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 - 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 0138 C143 C1 C231
1707e report is tor 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
Rxa
LAWRENCE ENGINEERIN
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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 -52 Sam Garrett - Advanced Paving Company
REPORT DATE 7/11/06
SPECIFICATIONS
Set #
PROJECT DATA
Strength (psi)
4 200 (g 28 day
Max. Load (lbs )
Placement Date
7/10 12006
Slump (in )
3-5
Sampled By
O Flores
Air Content ( %)
3 -6
Weather
Sunny
Concrete Temp ( °F)
95 max
1 -1
Supplier /Mix:
Beal1/340L1504
110770
2827
FIELD DATA SET #1
C
1
Ticket #-
13667067
Time Batched 12 36 PM
Time Sampled
1 22 PM
Slump (in)
5"
Air Content: 40
Unit Weight:
N/A
Conc Temp ( °F)
84
Ambient Temp ( °F) 94
Yardage (c y }
20 of 60
Placement Location
Pavement replacement - Section #212 westside sta
12 +82
Hold
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 #
Cylinder #
Test Date
Age (Days)
Max. Load (lbs )
Area (sq in)
Strength (psi)
FC
Notes
1 -1
7/17/2006
7
110770
2827
3920
C
1
1 -2
8/7/2006
28
2827
1 -3
817/2006
28
2827
1 -4
Hold
(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 is report is tor the exclusive use of e Ulient addressed
This report may not be reproduced except in its entirety without
the written consent of LE. Results apply only to above tests
LAWRENCEf NgINEERIN
D 7/r 7 G
L \ProjectstProjects 20061C06 -0303 Freeport PkwylC06- 0303 -52 Concrete Insp Report 7 -10