ST0004(2006)-LR060510LAWRENCE 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 -23 Sam Garrett - Advanced Paving Company
REPORT DATE. 5/17/06
SPECIFICATIONS
PROJECT DATA
Strength (psi)
4200/28
Placement Date 5/3/2006
Slump (in )
3 -5
Sampled By David Salamanca
Air Content ( %)
3 -6
Weather Sunny
Concrete Temp ( °F)
95 max
Supplier /Mix: Beall /3401
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
FIELD DATA SET #1
C linder #
Ticket #-
13663051 Time Batched 11 09 AM
Time Sampled 12 10 PM
Slump (in)
5 Air Content: 40
Unit Weight: N/A
Conc Temp ( °F)
89 Ambient Temp ( °F) 92
Yardage (c.y) 10 of 100
Placement Location
Paving - Repair Area #19 of plans ST00 - 04
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
114320
2827
Remarks
B
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #
C linder #
Test Date
Age (Days)
Max. Load Ibs
Areas in
Strength (psi)
FC
Notes
1 -1
5110/2006
7
98760
28.27
3490
B
1
1 -2
5/17/2006
14
114320
2827
4040
B
1 -3
5/31/2006
28
133030
2827
4705
D
1-4
5/26/2006
28
134610
2827
4761
D
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 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
,&a //. e -,
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/L AWRENCE ENGINEERING
L: \Projects\Projects 20061C06 -0303 Freeport Pkwy1C06- 0303 -23 Concrete Insp Report 5 -3 As
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 -23 Sam Garrett - Advanced Paving Company
REPORT DATE 5/17/06
SPECIFICATIONS
Strength (psi). 4200128
Slump (in.) 3 -5
Air Content ( %) 3 -6
Concrete Temp (°F): 95 max
Set #
PROJECT DATA
Placement Date. 5/3/2006
Sampled By David Salamanca
Weather Sunny
Supplier /Mix: Beall /3401-1504
Test Date
Age Days)
FIELD DATA SET #1
Area in.
Strength (psi)
Ticket #-
13663051
Time Batched 11 AM
Time Sampled
12:10 PM
Slump (in.)
5
Air Content: 40
Unit Weight:
N/A
Conc Temp ( °F).
89
Ambient Temp ( °F) 92
Yardage (c.y)
10 of 100
Placement Location:
Paving - Repair
Area #19 of plans ST00 -04
B
1
Remarks.
5/17/2006
14
114320
28.27
4040
B
FIELD DATA SET#
1 -3
5/31/2006
Ticket #-
Time Batched
Time Sampled
Slump (in.).
1 -4
Air Content:
Unit Weight:
Conc Temp ( °F)
Ambient Temp (°F)
Yardage (c y )
1 -5
Placement Location:
H
Remarks.
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #
Cylinder #
Test Date
Age Days)
Max. Load Ibs
Area in.
Strength (psi)
FC
Notes
1 -1
5/10/2006
7
98760
28.27
3490
B
1
1 -2
5/17/2006
14
114320
28.27
4040
B
1 -3
5/31/2006
28
28.27
1 -4
5/26/2006
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: This rep 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.
46
LAWRENCE ENGINEE N
L \Projects \Projects 2006 \C06 -0303 Freeport Pkwy\C06- 0303 -23 Concrete Insp. Report 5 -3
LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -91
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 -23 Sam Garrett - Advanced Paving Company
REPORT DATE: 5/10/06
SPECIFICATIONS
Set #1
PROJECT DATA
Strength (psi)
4000/28
Max. Load Ibs
Placement Date.
5/3/2006
Slump (in.):
3 -5
Sampled By
David Salamanca
Air Content ( %)
3-6
Weather
Sunny
Concrete Temp ( °F)•
95 max
1 -1
Supplier /Mix:
Beall /3401-1504
98760
28.27
3490
FIELD DATA SET #1
1
1 -2
Ticket #•
13663051
Time Batched 11 AM
Time Sampled
12 10 PM
Slump (in)
5'
Air Content: 40
Unit Weight:
N/A
Conc Temp (°F)
89
Ambient Temp (°F) 92
Yardage (c y)
10 of 100
Placement Location:
Paving - Repair
Area #19 of plans ST00 -04
28.27
Remarks
1 -5
-
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
tinder #
Test Date
Age (Days)
Max. Load Ibs
Area in.
Strength( si
FC
I Notes
1 -1
5/10/2006
7
98760
28.27
3490
B
1
1 -2
5/17/2006
14
28.27
1 -3
5/31/2006
28
28.27
1 -4
5/26/2006
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, 0172, 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.
u {/ l LAWRENCE ENGINEERING
5--1 i --
L: \Projects \Projects 2006 \C06 -0303 Freeport Pkwy\C06- 0303 -23 Concrete Insp. Report 5 -3