PA0101-LR030102 (2) 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) Schdckel, Rollins & Assocs., tnc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-030
Report Date: 01/02/2003
Test Data
Specifications ........
Strength 3000 psi @ 28 Days Placement Date
Slump 4 in max Sampled By
Air Content 6 % max Weather
Concrete Temperature n/a Supplier/Mix
Ambient Temperature n/a Air Content Method
12/02/2002
Mohammed A. Kashem
Clear
Lattimore Materials/863
ASTM C-231-B
Ticket Number: 7122057 Time Batched: 3:22 pm Time Sampled: 4:25 pm
Slump: 5 in* Air Content: 4.2 % Unit Weight: n/a
Yardage
1
0
of
2O
Concrete Temperature: 72" F Ambient Temperature: 65" F [c.y.):
Placement Location: Paving at Trail $$1
Sample Location: Paving at Trail #1 at Station 3+50, East approach of bridge
An asterisk (*) appears next to field data which does NOT meet specifications.
Age. Max Load Area Strength Fracture
Set # Cyl~der Test Date (days~ (lbs. force) (sq.in.) (psi~ Type
1 cpt12020201 12/09/2002 7 85090 28.37 3000 unbonded cap
I cpt12020202 12/30/2002 28 125890 28.27 4450 unbonded cap
I cpt12020203 12/30/2002 28 124650 28.27 4410 unbonded cap
28 day average 4430
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, 'NC, '- ['' / p rMojiekc~ uFaU~ ~ae~e r
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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Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN £ONGVIEW
11050 Ables In., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488.8080
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-040
Report Date: 01/02/2003
Concrete Compression Test Report
Specifications
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, 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 12/19/2002
Sampled By Rick Yarbrough
Weather Pt. Cloudy/Windy
Supplier/Mix Lattimore Materials/864
Air Content Method ASTM C-231-B
Ticket Number: 3154153 Time Batched: 12:24 pm Time Sampled: 1:15 pm
Slump: 5.5 in* Air Content: 5.0 % Unit Weight: n/a
Concrete Temperature: 62° F Ambient Temperature: 63° F Yardage (c.y.): 10 of 40
Placement Location: Sidewalk
Sample Location: Trail #3, Station 28+00
An asterisk (*) appears next to field data which does NOT meet specifications~
Set # Cyl~der Test Date
1 cpt12190201 12/26/2002
1 cpt12190202 01/16/2003
1 cpt12190203 01/16/2003
I cpt12190204 Hold
Normal cylinder size: 6" x 12"
Age, Max Load Area Strength Fracture
(daysl (lbs. force) (sq.in.) (psi) Type
7
28
28
93620 28.27 3310 unbonded cap
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
*CITY OF COPPELL INSPECTOR INFORMED OF SLUMP.
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.
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