ST0004(2006)-LR060508LAWRENCE 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 -20 Sam Garrett - Advanced Paving Company
REPORT DATE. 5/15/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4200/28 Placement Date 4/28/2006
Slump (in ) 3 -5
Air Content ( %) 3 -6
Concrete Temp (°F) 95 max
Sampled By
Weather
Supplier /Mix:
David Salamanca
Cloudy
Beall/340L1504
Ticket #,
Slump (in )
Conc. Temp ( °F)
Placement Location
Remarks
FIELD DATA SET #1
13662894 Time Batched 7 37 AM Time Sampled 8 58 AM
4 0 Air Content: 4.2 Unit Weight: N/A
78 Ambient Temp ( °F) 70 Yardage (c.y) 10 of 150
Pavement replacement at northbound Freeport Pkwy Sta 10 + 90
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
FIELD DATA SET #2
Strength (psi)
Ticket #
13662920
Time Batched 1038 AM
Time Sampled 11 45 AM
Slump (in)
6.0*
Air Content: 4 3
Unit Weight: N/A
Conc. Temp (°F)
83
Ambient Temp (°F) 74
Yardage (c.y) 110 of 150
Placement Location
Pavement replacement
at northbound Freeport Pkwy
Sta. 12 + 90
Remarks.
*Contractor was notified Slump does not conform
D
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
5/5/2006
7
111480
2827
3940
D
1
1 -2
5/12/2006
14
118170
2827
4180
A
1 -3
5/26/2006
28
132090
2827
4672
B
1 -4
5/26/2006
28
134190
2827
4746
C
1 -5
-
H
2 -1
5/5/2006
7
104640
28.27
3700
A
2
2 -2
5/12/2006
14
110070
28.27
3890
A
2 -3
5/2612006
28
136910
28.27
4842
A
2 -4
5/26/2006
28
124190
28.27
4392
D
2 -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 SPECIFICATIONS UNLESS INDICATED IN NOTES
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138, C143, C172, C231
Note: I his 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.
LAWRENCE ENGINEERING
L:1Projects\Projects 20061C06 -0303 Freeport Pkwy\C06- 0303 -20 Concrete Insp. Report 4- 28.xis
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 -20 Sam Garrett - Advanced Paving Company
REPORT DATE: 5/15106
SPECIFICATIONS
PROJECT DATA
Strength (psi).
4200/28
Placement Date. 4/28/2006
Slump (in.)
3 -5
Sampled By David Salamanca
Air Content ( %)
3 -6
Weather Cloudy
Concrete Temp ( °F)
95 max
Supplier /Mix: Beall/340L1504
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #1
FIELD DATA SET #1
Test Date
Ticket #-
13662894
Time Batched 7 37 AM
Time Sampled 8 58 AM
Slump (in.)
4 0
Air Content: 4.2
Unit Weight: N/A
Conc Temp ( °F).
78
Ambient Temp ( °F) 70
Yardage (c y) 10 of 150
Placement Location:
Pavement replacement
at northbound Freeport Pkwy
Sta. 10 + 90
Remarks:
'`Contractor was notified Slump does not conform/
7
111480
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #1
FIELD DATA SET #2
Test Date
Ticket #-
13662920
Time Batched 1038 AM
Time Sampled 11 45 AM
Slump (in.)
6.0
Air Content: 4 3
Unit Weight: NIA
Conc Temp ( °F)'
83
Ambient Temp ( °F). 74
Yardage (c y) 110 of 150
Placement Location:
Pavement replacement
at northbound Freeport Pkwy
Sta. 12 + 90
Remarks:
'`Contractor was notified Slump does not conform/
7
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 si
FC
Notes
1 -1
5/5/2006
7
111480
28.27
3940
D
1
1 -2
5112/2006
14
118170
28.27
4180
A
1 -3
5/26/2006
28
28.27
1 -4
5126/2006
28
28.27
1 -5
-
H
2 -1
5/5/2006
7
104640
28.27
3700
A
2
2 -2
5/12/2006
14
110070
28.27
3890
A
2 -3
5/26/2006
28
28.27
2 -4
5/26/2006
28
28.27
2 -5
-
I 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
Note: I his report Is tor the exclusive use of e Glient addressed
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests.
AWRENCE ENGINEERING
L \Projects \Projects 2006\C06 -0303 Freeport Pkwy\C06- 0303 -20 Concrete Insp Report 4 -28
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 -20 Sam Garrett - Advanced Paving Company
REPORT DATE. 5/8/06
SPECIFICATIONS
Strength (psi) 4200/28
Slump (in ) 3 -5
Air Content ( %) 3 -6
Concrete Temp ( °F) 95 max
Set #
PROJECT DATA
Placement Date 4/28/2006
Sampled By David Salamanca
Weather Cloudy
Supplier /Mix: Beall /340L1504
Test Date
Age (Days)
FIELD DATA SET #1
Areas . in.
Strength (psi)
Ticket #
13662894
Time Batched 7 37 AM
Time Sampled
8 58 AM
Slump (in)
4 0
Air Content: 42
Unit Weight.
N/A
Conc Temp ( °F)
78
Ambient Temp ( °F) 70
Yardage (c y }
10 of 150
Placement Location
Pavement replacement
at northbound Freeport Pkwy
Sta. 10 + 90
1
Remarks
5/12/2006
14
28.27
FIELD DATA SET #2
1 -3
5/26/2006
Ticket #
13662920
Time Batched: 1038 AM
Time Sampled
11 45 AM
Slump (in)
6.0*
Air Content: 4 3
Unit Weight:
N/A
Conc Temp ( °F)
83
Ambient Temp (°F) 74
Yardage (c y)
110 of 150
Placement Location
Pavement replacement
at northbound Freeport Pkwy
Sta 12 + 90
Remarks
*Contractor was notified Slump does not conform
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #
Cylinder #
Test Date
Age (Days)
Max. Load Ibs
Areas . in.
Strength (psi)
FC
Notes
1 -1
5/5/2006
7
111480
2817
3940
D
1
1 -2
5/12/2006
14
28.27
1 -3
5/26/2006
28
2827
1 -4
5/26/2006
28
28.27
1 -5
-
H
2 - 1
5/5/2006
7
104640
28.27
3700
A
2
2 -2
5/12/2006
14
2827
2 -3
5/26/2006
28
2827
14
2-4
5/26/2006
1 28
2827
2 -5
-
I H
(1) NORMAL CYLINDER SIZE 6" X 12" AREA 28.27 sq in. UNLESS NOTED ABOVE
(2) FAILURE TYPE A =CONE, B =CONE AND SPI IT C =CONE AND SHEAR D =SHEAR E= COLUMNAR
(3) TEST RESULTS COMPLY WIT H PROJECT SPECIFICATIONS UNLESS INDICAT ED IN NOTES
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS C138 C143 0172 C231
N ote , I his report is tor Me exclusive use ot the client a resse .
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests.
% - V
LAWRENCE �NEERIN
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L WrojectsWrojects 20061C06 -0303 Freeport Pkwy\C06 0303 -20 Concrete Insp Report 4 -28