ST0004(2006)-LR060724LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas Texas 7 5243 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 -55 Sam Garrett - Advanced Paving Company
REPORT DATE 8114/06
SPECIFICATIONS
Set #
PROJECT DATA
Strength 'psi)
4200/28
Max. Load (Ibs)
Placement Date
7/14/2006
Slump (in i
3 -5
Sampled By
O Flores
Air Content r %I
3 -6
Weather
Clear / Hot
Concrete Temp (`F,
95 max
1 -1
Supplier /Mix
Beall /340L1504
110870
2827
FIELD DATA SET #1
D
1
Ticket #
13667583
Time Batched 3 33 AM
Time Sampled
4 05 AM
Slump (in i
5"
Air Content: 39
Unit Weight.
N/A
Conc Temp i 'F)
86
Ambient Temp (`F) 78
Yardage (c y)
10
Placement Location
Paving - Freeport
Parkway Repair
Hold
Remarks
FIELD DATA SET#
Ticket #-
Time Batched
Time Sampled
Slump (in)
Air Content
Unit Weight:
Conc Temp ��F)
Ambient Temp (`F)
Yardage (c y
Placement Location
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 (sq in
Strength (psi)
FC
I Notes
1 -1
7/21 /2006
7
110870
2827
3920
D
1
1 -2
8/11/2006
28
134990
2827
4780
A
1 -3
8/11/2006
28
137950
2827
4880
A
1 -4
Hold
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 0172 C231
N ote is report is for 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
W o ,,,Jr- � awyl"
LAWRENCE ENGINEERING
L P^oiects \Projects 2006\C06 -0303 Freeport PkwylC06- 0303 -55 Concrete Insp Report 7 -14 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 -55 Sam Garrett - Advanced Paving Company
REPORT DATE 7/24/06
SPECIFICATIONS PROJECT DATA
Strength (psi) 4200/28 Placement Date 7/14/2006
Slump (in) 3 -5 Sampled By O Flores
Air Content ( %) 3 -6 Weather Clear / Hot
Concrete Temp (`F) 95 max Supplier /Mix: Beall/3401-1504
FIELD DATA SET #1
Ticket # 13667583 Time Batched 3 33 AM Time Sampled 4 05 AM
Slump (in I 5" Air Content: 39 Unit Weight: N/A
Conc Temp ( °F) 86 Ambient Temp ( °F) 78 Yardage (c.y) 10
Placement Location Paving - Freeport Parkway Repair
Remarks
FIELD DATA SET#
Ticket #- Time Batched Time Sampled
Slump (in) Air Content: Unit Weight:
Conc Temp (`F) Ambient Temp ( °F) Yardage (c y )
Placement Location
Remarks
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
7/21/2006
7
110870
2827
3920
D
1
1 -2
8/11/2006
28
2827
1 -3
8/11/2006
28
2827
1 -4
Hold
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
Note is report Is for the exclusive use ot the 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 NGIINNEERING
QZ
L \Pro)ects \Projects 2006 \CO6 -0303 Freeport Pkwy1C06- 0303 -55 Concrete Insp Report 7 -14