ST0004(2006)-LR060620LAWRENCE 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 -39 Sam Garrett - Advanced Paving Company
REPORT DATE. 6/20/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4200/28 Placement Date 5/23/2006
Slump (in ) 3 -5 Sampled By Alex Maya
Air Content ( %) 3 -6 Weather Partly Cloudy
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 #
88041071 Time Batched 5 26 AM
Time Sampled 6 30 AM
Slump (in)
5" Air Content: 36
Unit Weight: N/A
Conc Temp ( °F)
80 Ambient Temp ( °F) 71
Yardage (c y) 10 of 50
Placement Location
Paving - Repair at south end of section #120
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
134920
2827
Remarks
D
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
5/30/2006
7
121370
2827
4293
A
1
1 -2
6/6/2006
14
134920
2827
4770
D
1 -3
6/20/2006
28
135930
2827
4810
B
1 -4
6/20/2006
28
139780
2827
4940
A
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 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
LAWRENCE ENGINEERING
4 - Zo -- 06
L: \Projects \Projects 2006 \CO6 -0303 Freeport Pkwy \Copy of C06- 0303 -39 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 -39 Sam Garrett - Advanced Paving Company
REPORT DATE 6/7/06
SPECIFICATIONS
PROJECT DATA
Strength (psi)
4200/28
Placement Date. 5/23/2006
Slump (in.)
3 -5
Sampled By Alex Maya
Air Content ( %)
3 -6
Weather Partly 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 #
88041071
Time Batched 5.26 AM
Time Sampled 6 30 AM
Slump (in.)
5"
Air Content: 36
Unit Weight: N/A
Conc Temp (°F):
80
Ambient Temp (°F): 71
Yardage (c y) 10 of 50
Placement Location:
Paving - Repair
at south end of section #120
Remarks:
5130/2006
7
121370
28.27
4293
FIELD DATA SET#
1
Ticket #-
6/6/2006
Time Batched
Time Sampled
Slump (in.).
4770
Air Content:
Unit Weight:
Conc. Temp (°F)
6/20/2006
Ambient Temp (°F)
Yardage (c.y )
Placement Location.
Remarks:
6120/2006
28
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #1
Cylinder #
Test Date
Age (Days)
Max. Load (lbsy
Area in.
Strength (psi)
FC
Notes
1 - 1
5130/2006
7
121370
28.27
4293
A
1
1 -2
6/6/2006
14
134920
28.27
4770
D
1 -3
6/20/2006
28
28.27
1 -4
6120/2006
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 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 Client addressed
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests.
I6 a"k-�
LAWRENC 7 ENGINEERING
7(0
L •1ProjectslProjects 20061C06 -0303 Freeport PkwoCopy of C06- 0303 -39 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 M C06- 0303 -39 Sam Garrett - Advanced Paving Company
REPORT DATE.
SPECIFICATIONS
PROJECT DATA
Strength (psi)
4200/28
Placement Date 5/23/2006
Slump (in )
3 -5
Sampled By Alex Maya
Air Content ( %)
3 -6
Weather Partly Cloudy
Concrete Temp ( °F)
95 max
Supplier /Mix: Beall /3401_1504
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER A$TM C31, TESTED PER ASTM C39
FIELD DATA SET #1
Cylinder #
Ticket #
88041071 Time Batched 5 26 AM
Time Sampled. 6 30 AM
Slump (in)
5 Air Content: 36
Unit Weight: N/A
Conc Temp ( °F)
80 Ambient Temp ( °F) 71
Yardage (c.y) 10 of 50
Placement Location
Paving - Repair at south end of section #120
Remarks
FIELD DATA SET#
1 -1
Ticket #
Time Batched
Time Sampled
Slump (in)
Air Content:
Unit Weight:
Conc Temp ( °F)
Ambient Temp ( °F)
Yardage (c.y )
Placement Location
28.27
Remarks
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER A$TM C31, TESTED PER ASTM C39
Set #
Cylinder #
Test Date
Age (Days)
Max. Load (Ib§
Areas . in.
Strength (psi)
FC
Notes
1 -1
5/30/2006
7
121370
2827
4293
A
1
1 -2
6/6/2006
14
28.27
1 -3
6/20/2006
28
2827
1 -4
6/20/2006
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 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 Ulient addressed.
This report may not be reproduced except in its entirety, without
the written consent of LE. Results apply only to above tests
d14 � � /./ �_/. 0
LAWRENCE ENGINEERING
L:1Projects\Projects 20061C06 -0303 Freeport Pkwy\Copy of C06- 0303 -39 Concrete Insp Report 5- 23.xis