ST0004(2006)-LR060622LAWRENCE 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 -42 Sam Garrett - Advanced Paving Company
REPORT DATE 6/22/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4200128 Placement Date 5/25/2006
Slump (in ) 3 -5 Sampled By O Flores
Air Content ( %) 3 -6 Weather Clear
Concrete Temp ( °F) 95 max Supplier /Mix: Beall/3401
Ticket #
Slump (in )
Conc Temp ( °F)
Placement Location
Remarks
FIELD DATA SET #1
13664334 Time Batched 7 40 AM Time Sampled
*7" Air Content: 4 9 Unit Weight
82 Ambient Temp ( °F) 79 Yardage (c.y) 50 of 100
Paving replacement at Freeport Parkway section #124 Sta 21+ 25
*Contractor was notified Slump does not conform
810 AM
N/A
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 (lbs)
Area (sq in
Strength (psi)
FC
Notes
1 -1
6/1/2006
7
121040
2827
4280
B
1
1 -2
6/22/2006
28
141010
2827
4990
D
1 -3
6/22/2006
28
148940
2827
5270
D
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 C143 C172.. C231
N ote I his report is tor the exclusive use of e Client addresse
This report may not be reproduced except in its entirety, without
the written consent of LE Results apply only to above tests
LAWRENCE ENGINEERING
� -V -010
L.1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -42 Concrete Insp Report 5 -23
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 -42 Sam Garrett - Advanced Paving Company
REPORT DATE 6/5/06
SPECIFICATIONS
PROJECT DATA
Strength (psi)
4200/28
Placement Date
5/25/2006
Slump (in )
3 -5
Sampled By
O Flores
Air Content ( %)
3 -6
Weather
Clear
Concrete Temp ( °F)
95 max
Supplier /Mix
Beall /340L1504
FIELD DATA SET #1
6/1/2006
7
Ticket #
13664334 Time Batched 7 40 AM
Time Sampled
8 10 AM
Slump (in)
*7" Air Content: 4 9
Unit Weight:
N/A
Conc Temp ( °F)
82 Ambient Temp (°F) 79
Yardage (c y)
50 of 100
Placement Location
Paving replacement at Freeport Parkway section #124 Sta 21+ 25
6/22/2006
Remarks
*Contractor was notified Slump does n conform
2827
Ticket #
Slump (in )
Conc Temp ( °F)
Placement Location
Remarks
FIELD DATA SET#
Time Batched _
Air Content: _
Ambient Temp ( °F)
Time Sampled
Unit Weight:
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 (lbs)
Area (sq in
Strength (psi)
FC
Notes
1 -1
6/1/2006
7
121040
2827
4280
B
1
1 -2
6/22/2006
28
2827
1 -3
6/22/2006
28
2827
1 -4
-
H
2827
(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
N ote I his report is tor the exclusive use ot the Client addresse
This report may not be reproduced except in its entirety, without
the written consent of LE Results apply only to above tests
LAWRENCE ENGINEERI G�
q 5 -/0 G
L:1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -42 Concrete Insp Report 5 -23