DR0001-LR030522Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -004
Report Date: 05/22/2003
Report Distribution: (1) City of Coppell
Strength
3000 psi @ 28 Days
Placement Date
05/13/2003
Slump
1 in min 3 in max
Sampled By
Steve Pickett
Air Content
3 % min 5 % max
Weather
Cloudy/Windy
Concrete Temperature
n/a
Supplier /Mix
Lattimore Materials /1263
I Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
Dat a.
Ticket Number: 7126294 Time Batched: 3:41 pm Time Sampled: 4:20 pm
Slump: 2 in Air Content: 4.0% Unit Weight: n/a
Concrete Temperature: 80° F Ambient Temperature: 85° F Yardage (c.y.): 10 of 16
Placement Location: Paving, MacArthur & DeForest, type B manhole
Sample Location: At Station 0 +10
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 FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln.. Dallas, Texas 75229 phone. ( 972) 488 -8800 fax. :(972) 488 -8080
Concrete Compression Test Report
Page I or I
ssu
— Concrete
ompress o 1. ,Test Results
Cylinder
y
Age
Max Load Area
( l b s. force) ( sq.in.)
Sirength Fracture
(psil Type
Set #
#
Test Date
( days)
1
05130301
05/20/2003
7
92190 28.27
3260 unbonded cap
1
05130302
06/1012003
28
1
05130303
06/10/2003
28
1
05130304
Hold
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 FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln.. Dallas, Texas 75229 phone. ( 972) 488 -8800 fax. :(972) 488 -8080
Concrete Compression Test Report
Page I or I
ssu
Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -010
Report Date: 05/2212003
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax:(972) 488 -8080
Concrete Compression Test Report
Report Distribution: (1) City of Coppell
I
Ticket Number: 3159667 Time Batched: 2:35 pm Time Sampled: 3:42 pm
Slump: 3.5 in` Air Content: 4.0% Unit Weight: n/a
Concrete Temperature: 92° F Ambient Temperature: 90° F Yardage (c.y.): 5.5 of 5.5
Placement Location: Street cut at North bound lane, Samuel Blvd. for storm sewer and 60' North from MacArthur
Sample Location: Street cut at North bound lane, Samuel Blvd., for storm sewer and 60' North from MacArthur
An asterisk (') appears next to field data which does NOT meet specifications
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Strength
3000 psi @ 28 Days
Placement Date
05/19/2003
Slump
1 in min 3 in max
Sampled By
Mohammed A. Kashem
Air Content
3 % min 5 % max
Weather
Clear
Concrete Temperature
n/a
Supplier /Mix
Lattimore Materials /1263
Ambient Temperature
n/a
Air Content Method
ASTM C -231 -B
I
Ticket Number: 3159667 Time Batched: 2:35 pm Time Sampled: 3:42 pm
Slump: 3.5 in` Air Content: 4.0% Unit Weight: n/a
Concrete Temperature: 92° F Ambient Temperature: 90° F Yardage (c.y.): 5.5 of 5.5
Placement Location: Street cut at North bound lane, Samuel Blvd. for storm sewer and 60' North from MacArthur
Sample Location: Street cut at North bound lane, Samuel Blvd., for storm sewer and 60' North from MacArthur
An asterisk (') appears next to field data which does NOT meet specifications
Normal cylinder size: 6" z 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.
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Cylinder
y
Age
Max Load
Area
Strength
(psi
Fracture
Type
Set #
#
Test Date
( days)
f ibs. force)
( sq.in.)
1
05190301
05/22/2003
3
72100
28.27
2550
unbonded cap
1
05190302
05/26/2003
7
84010
28.27
2970
unbonded cap
1
05190303
06/16/2003
28
1
05190304
06/16/2003
28
Normal cylinder size: 6" z 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.
Pa:c 1 01 1
OI5SD