ST0004(2006)-LR060607LAWRENCE 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 -26 Sam Garrett - Advanced Paving Company
REPORT DATE: 6/7/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4200/28 Placement Date. 5/10/2006
Slump (in.) 3 -5 Sampled By Joe Flores
Air Content 3 -6 Weather Hot/Sunny
Concrete Temp ( °F) 95 max Supplier /Mix: Beall/3401_1504
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
FIELD DATA SET #1
Cylinder #
Ticket #
167290 Time Batched 9 AM
Time Sampled 10:25 AM
Slump (in)
45 Air content: 46
Unit Weight: N/A
Conc Temp ( °F).
81 Ambient Temp ( °F) 79
Yardage (c.y } 10 of 20
Placement Location.
Paving - 150' north of Dividend Street on Freeport Parkway
Remarks.
FIELD DATA SET#
1 -1
Ticket #
Time Batched
Time Sampled.
Slump (in.)
Air Content:
Unit Weight:
Conc. Temp (°F):
Ambient Temp (°F)
Yardage (c y )
Placement Location.
146990
28.27
Remarks
A
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.
Strength (psi)
FC
Notes
1 -1
5/17/2006
7
113610
28.27
4020
D
1
1 -2
6/7/2006
28
146990
28.27
5200
A
1 -3
6/7/2006
28
138450
28.27
4900
A
1 -4
-
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)1EST 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 Ulient addressed
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests.
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LAWRENCE ENGINEE I
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L \Projects\Projects 2006 \C06 -0303 Freeport Pkwy\G06- 0303 -26 Concrete Insp. Report 5 -10
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas Texas 75243 Phone (972) 497 -9100 Fax (9 72) 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 -26 Sam Garrett - Advanced Paving Company
REPORT DATE 5/17/06
SPECIFICATIONS
Set #1
PROJECT DATA
Strength (psi)
4200/28
Max. Load Ibs
Placement Date.
5/10/2006
Slump (in.)
3 -5
Sampled By
Joe Flores
Air Content ( %)
3 -6
Weather
Hot/Sunny
Concrete Temp (°F):
95 max
1 -1
Supplier /Mix:
Beall/340L1504
113610
28.27
4020
FIELD DATA SET #1
1
1 -2
Ticket #-
167290
Time Batched 9 AM
Time Sampled
10:25 AM
Slump (in.)
45
Air Content: 46
Unit Weight.
N/A
Conc Temp ( °F }.
81
Ambient Temp (°F): 79
Yardage (c y }
10 of 20
Placement Location:
Paving - 150' north of Dividend Street on Freeport Parkway
H
Remarks:
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 #1
Cylinder #
Test Date
Age (Days)
Max. Load Ibs
Area in.
Strength psi
FC
Notes
1 -1
5/17/2006
7
113610
28.27
4020
D
1
1 -2
6/7/2006
28
28.27
1 -3
6/7/2006
28
28.27
1 -4
-
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 SPECIFICATIONS UNLESS INDICATED IN NOTES
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138, 0143, 0172, 0231
Note Is report Is for the exclusive use of e uitenFa
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests.
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L \ProjectslProjects 2006\C06 -0303 Freeport Pkwy\C06- 0303 -26 Concrete Insp. Report 5-10