DR0001-LR030626Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -016
Report Date: 06/26/2003
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
05/28/2003
Steve Pickett
Clear
Lattimore Materials /1263
ASTM C -231 -B
mxfflu
Ticket Number: 3160021 Time Batched: 1:50 pm Time Sampled: 2:30 pm
Slump: 3 in Air Content: 5.0% Unit Weight: n/a
Concrete Temperature: 82° F Ambient Temperature: 84° F Yardage (c.y.): 10 of 10
Placement Location: Paving, replacement sections, North bound right lane, MacArthur between Cribb & Phillips, South bound left
lane at Samuel, drain, right lane at Samuel, 40' West of MacArthur
Sample Location: Paving, replacement section, North bound right lane of MacArthur between Cribbs & Phillips
n
Set #
Cylinder
#
Test Date
Age
(days)
Max Load
(lbs. force)
Area
(sq.in.)
Strength
(p si)
Fracture
Type
1
05280301
06/04/2003
7
97250
28.27
3440
unbonded cap
1
05280302
06/25/2003
28
110750
28.27
3920
unbonded cap
1
05280303
06/2512003
28
111210
28.27
3930
unbonded cap
1
05280304
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
01SSD Page I of I