DR0001-LR030730,R
Client: City of Coppell
Project: Cribbs Alley
TMI Report No.: 51538 -003
Report Date: 07/30/2003
Report Distribution: (1) City of Coppell
Strength
Slump
Air Content
Concrete Temperature
3000 psi @ 28 Days
3 in min 5 in max
n/a
n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier /Mix
Air Content Method
07/22/2003
Attef Abushakra
Pt. Cloudy
Lattimores Materials /41701
ASTM C-231 -B
Placement Location: Paving, alley
Sample Location: Paving, alley located 115' North of Cribbs Dr. & MacArthur off the West side of MacArthur extends from West
edge of MacArthur to 45' West of MacArthur
An asterisk (') appears next to field data which does NOT meet specifications.
"vs� i'�a -a4'�b a.x: r ° ?f ''`�a '`S�GhB et'.'',fll Iu",a.r„a�+,ie !. .. ^.E: ...
x, :.. y.x. a,.' s rk Fly
Set #
Cylinder
#
Test Date
Age Max Load Area Strength Fracture
( days) ( Ib s. force) ( sq.in.) (p si) Type
1
07220301
07/29/2003
7 100390 28.27 3550 unbonded cap
1
07220302
08/19/2003
Ticket Number: 3162919
Time Batched: 3:44 pm
Time Sampled:
4:05 pm
Slump: 6 in`
Air Content: 3.2%
Unit Weight:
n/a
Concrete Temperature: 98° F
Ambient Temperature: 103° F
Yardage (c.y.):
3.50 of 3.50
Placement Location: Paving, alley
Sample Location: Paving, alley located 115' North of Cribbs Dr. & MacArthur off the West side of MacArthur extends from West
edge of MacArthur to 45' West of MacArthur
An asterisk (') appears next to field data which does NOT meet specifications.
"vs� i'�a -a4'�b a.x: r ° ?f ''`�a '`S�GhB et'.'',fll Iu",a.r„a�+,ie !. .. ^.E: ...
x, :.. y.x. a,.' s rk Fly
Set #
Cylinder
#
Test Date
Age Max Load Area Strength Fracture
( days) ( Ib s. force) ( sq.in.) (p si) Type
1
07220301
07/29/2003
7 100390 28.27 3550 unbonded cap
1
07220302
08/19/2003
28
1
07220303
08/1912003
28
1
07220304
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
01550 Page I of I