PA0101-LR030307 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
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-047
Report Date: 03/07/2003
Specifications Test Data
Strength 3000 psi @ 28 Days Placement Date 02/05/2003
Slump 4 in max Sampled By Zuhair Shubbar
Air Content 6 % max Weather Cloudy
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3155350 Time Batched: 12:58 pm
Slump: 6 in* Air Content: 8.0 %*
Concrete Temperature: 58° F Ambient Temperature: 49° F
Placement Location: Paving, trail
Sample Location: Trail 3 behind day care
Time Sampled: 1:38 pm
Unit Weight: n/a
Yardage (c.y.): 20of 50
An astedsk (*) appears next to field data which does NOT meet specifications.
Age, Max Load Area Strength Fracture
Set # Cylinder Test Date (days) (lbs. force) (sq.in.) (psi) Type
1 cpt02050301 02/12/2003 7 77340 28.27 2730 unbonded cap
1 cpt02050302 03/05~2003 28 109790 28.37 3870 unbonded cap
1 cpt02050303 03/05/2003 28 114890 28.37 4050 unbonded cap
I cpt02050304 Hold
28 day average 3960
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.
o~ssp Page I ot'2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 7522g phone: (g72) 488-8800 fax:(972) 488-8080
Concrete Compression Test Report
Client:
Project:
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-047
Report Date: 03/07/2003
Specifications
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
Time Batched:
Air Content:
Ambient Temperature:
Sample Location: Trail 4 at NE corner of lake
An astedsk (*) appears next to field data which does NOT meet specifications.
_ .........
3:18 pm Time Sampled: 4:25 pm
7.2 %* Unit Weight: n/a
50° F Yardage (c.y.): 70 of 70
ILL
in
Age Max Load Area Strenqth
Set # Cyl# der Test Date (days) (lbs. force) (sq.in.) (psi~
Fracture
Type
2 cpt02050305 02/12/2003 7 78920 28.27 2790 unbonded cap
2 cpt02050306 03/05/2003 28 116490 28.37 4110 unbonded cap
2 cpt02050307 03/05/2003 28 122840 28.37 4330 unbonded cap
2 cpt02050308 Hold
28 day average 4220
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.
~like Fuller
TERRA-MAR, INC. ~ ~ ~
Project
Manager
The results presented in this repo~ pekin only to ~e specific items tested. ~is repo~ was produ~d for the exclusive use of the client. Any reproduction of
this mpo~, or any pa~ therein, is strictly prohibited without the express ~ffen ~nsent of TMI.
OmSD Page 2 or'2