DR0001-LR030729Client: City of Coppell
Project: Cribbs Alley
TMI Report No.: 51538 -002
Report Date: 07/29/2003
Report Distribution: (1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
.Ambient Temperature
4200 psi @ 28 Days
3 in min 5 in max
3 % min 5 % max
n/a
n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
07/21/2003
Greg Mason
Clear
Lattimore Materials /1701
ASTM C -231 -B
^ b 8 Q a
J . ..*a"" `1'�� €n asbh- r.,�., ��� - -_
Ticket Number: 3162853 Time Batched: 3:00 pm Time Sampled: 3:40 pm
Slump: 4.5 in Air Content: 2.8 %" Unit Weight: n/a
Concrete Temperature: 98° F Ambient Temperature: 101' F Yardage (c.y.): 4 of 4
Placement Location: Inlet
Sample Location: North bound lane, inlet North of SE corner of MacArthur at Samuel South bound lane inlet North of MacArthur at
Cribbs, alley approach North of South bound inlet, North of MacArthur & Cribbs
An asterisk (`) appears next to field data which does NOT meet specifications.
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.
Fracture
Type
unbonded cap
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
11050Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax:(972) 488 -8080
Concrete Compression Test Report
0JSS Page I or I
Cylinder
Age Max Load Area
Stren ggth
Set #
#
Test Date
(days) (lbs. force) (sq.in.)
(psp
1
07210301
07/28/2003
7 108650 28.27
3840
1
07210302
08/18/2003
28
1
07210303
08/18/2003
28
1
07210304
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.
Fracture
Type
unbonded cap
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
11050Ables Ln., Dallas, Texas 75229 phone: (972) 488 -8800 fax:(972) 488 -8080
Concrete Compression Test Report
0JSS Page I or I