DR0001-LR030620Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -014
Report Date: 06/20/2003
Report Distribution: (1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3000 psi @ 28 Days
1 in min 3 in max
3 % min 5 %max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
05/23/2003
Steve Pickett
Clear
Lattimore Materials /1263
ASTM C -231 -B
Ticket Number: 3159846 Time Batched: 3:41 pm Time Sampled: 4:45 pm
Slump: 3 in Air Content: 4.4% Unit Weight: n/a
Concrete Temperature: 85° F Ambient Temperature: 82° F Yardage (c.y.): 10 of 10
Placement Location: Pavement replacement & manhole
Sample Location: North bound left hand lane of MacArthur, approximately 150' North of Samuel
Concrete• , ompression Test: Results,
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA -MAR, INC. Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax(972) 488-8080
Concrete Compression Test Report
0u+so
Page 1 of 1
Cylinder
Age
Max Load
Area
Strength
Fracture
Set #
#
Test Date
(days)
(lbs. force)
(sq.in.)
(psi)
Type
1
05230301
05/30/2003
7
87910
28.27
3110
unbonded cap
1
05230302
06/20/2003
28
110690
28.27
3910
unbonded cap
1
05230303
06/20/2003
28
111710
28.27
3950
unbonded cap
1
05230304
Hold
28 day average
3930
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
TERRA -MAR, INC. Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax(972) 488-8080
Concrete Compression Test Report
0u+so
Page 1 of 1
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Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -013
Report Date: 06/20/2003
Report Distribution: (1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3000 psi @ 28 Days
1 in min 3 in max
3 % min 5 %max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
05/22/2003
Zuhair Shubbar
Pt. Cloudy
Lattimore Materials /1263
ASTM C -231 -B
Field ata Set #
Ticket Number: 3159788 Time Batched: 3:06 pm Time Sampled: 3:35 pm
Slump: 3.75 in' Air Content: 4.0% Unit Weight: n/a
Concrete Temperature: 75° F Ambient Temperature: 79° F Yardage (c.y.): 6 of 6
Placement Location: J box walls (manhole)
Sample Location: J box walls at Station 2 +79, Line B
An asterisk (') appears next to field data which does NOT meet specifications.
oncrete: Compression Test Results ,',
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231.
TERRA -MAR, INC.
Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas. Texas 75229 phone: (972) 488 -8800 fax (972) 488 -8080
Concrete Compression Test Report
nissn Pagc I ul I
Cylinder
Age
Max Load
Area
Siren in
Fracture
Set #
#
Test Date
(days)
Ills. force)
(sq.in.)
(psp
Type
1
05220301
05/29/2003
7
90860
28.27
3210
unbonded cap
1
05220302
06/19/2003
28
114370
28.27
4040
unbonded cap
1
05220303
06/19/2003
28
114970
28.27
4070
unbonded cap
1
05220304
Hold
28 day average
4060
Normal cylinder size: 6" x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231.
TERRA -MAR, INC.
Mike Fuller
Project Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas. Texas 75229 phone: (972) 488 -8800 fax (972) 488 -8080
Concrete Compression Test Report
nissn Pagc I ul I