PA0101-LR030212 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln,, Dallas, Texas 75229 phone: (972) 488-8800 fax:(g72) 488-8080
_~_~ ._-. _---~-
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-047
Report Date: 02/12/2003
Specifications
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Test Data
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
02/05/2003
Zuhair Shubbar
Cloudy
Lattimore Materials/863
ASTM C-231-B
Ticket Number: 3155350
Slump: 6 in*
Concrete Temperature: 58° F
Placement Location: Paving, trail
Sample Location: Trail 3 behind day care
Time Batched:
Air Content:
Ambient Temperature:
An astedsk (*) appears next to field data which does NOT meet specifications.
12:58 pm Time Sampled: 1:38 pm
8.0 %* Unit Weight: n/a
49° F Yardage (c.y.): 20of 50
Age, Max Load Area Strenqth Fracture
Set # Cyt[~der Test Date (days) (lbs. force) (sq.in.) (ps~ Type
I cpt02050301 02/12/2003 7 77340 28.27 2730
I cpt02050302 03/05/2003 28
1 cpt02050303 03/05/2003 28
1 cpt02050304 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.
unbonded cap
TERRA-MAR, INC.
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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GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 Ab/es Ln., Da/las, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-047
Report Date: 02/12/2003
Specifications
Concrete Compression Test Report
Report Distribution: (1) city of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Test Data
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
02/05/2003
Zuhair Shubbar
Cloudy
Lattimore Materials/863
ASTM C-231-B
Ticket Number: 3155364
Slump: 5 in*
Concrete Temperature: n/a
Placement Location: Paving, trail
Sample Location:
Time Batched: 3:18 pm
Air Content: 7.2 %*
Ambient Temperature: 50° F
Trail 4 at NE comer of lake
An astedsk (*) appears next to field data which does NOT meet specifications.
Age Max Load Area Strenqth
Set # Cyl~der Test Date (days) (lbs. force) (sq.in.) (ps~
Time Sampled: 4:25 pm
Unit Weight: n/a
Yardage (c.y.): 70 of 70
Fracture
Type
2 cpt02050305 02/12/2003 7 78920 28.27 2790
2 cpt02050306 03/05~2003 28
2 cpt02050307 03/05/2003 28
2 cpt02050308 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.
unbonded cap
TERRA-MAR, INC.
i~l~e Fuller '
Project Manager
The results presented in this report pertain o~ly 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 stdctiy prohibited without the express wdtten consent of TMI.
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