DR0001-LR030605Client: City of Coppell
Project: MacArthur Samuel
Drainage Project
TMI Report No.: 45429 -016
Report Date: 06/05/2003
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORTWORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone.: (972) 488 -8800 lax: (972) 488 -8080
Concrete Compression Test Report
Report Distribution: (1) City of Coppell
specmcaoons
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3000 psi @ 28 Days
1 in min 3 in max
3 % min 5 % max
n/e
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
Ticket Number: 3160021 Time Batched: 1:50 pm Time Sampled: 2:30 pm
Slump: 3 in Air Content: 5.0% Unit Weight: n/a
Ambient Temperature: Concrete Temperature: 82° F 84° F Yardage (c.y.): 10 of 10 P
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
Cylinder Age Max Load Area Strength
Set # y # Test Date ( days) (lbs. force) (sq.in.) (psi)
1 05280301 06/04/2003 7 97250 28.27 3440
1 05280302 06/25/2003 28
1 05280303 06/25/2003 28
1 05280304 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.
Fracture
Type
unbonded cap
TERRA -MAR, INC. Mike Fullick
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.
Pa2t I o
HSSD