PA0101-LR021127Client:
Project:
GEOTECI'INICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
'11050 Ables Ln., 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.: DC02-115-021
Report Date: 11/27/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assoc.~s., Inc.
(1) JMC Construction, LP
Specifications
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
Test Data
10/29/2002
Matt Adams
Cloudy
LATTIMORE MATERIALS/864
ASTM C-231-B
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
3152318 Time Batched: 9:33 am
5.5 in' Air Content: 4.2 %
65° F Ambient Temperature: 57° F
Hike & Bike Trail #3, 48' x 4' leave out
Time Sampled: 10:25 am
Unit Weight: n/a
Yardage (c.y.): 10 of 30
Sample Location: At 2' South & 21' West of NE corner of leave out
An asterisk (*) appears next to field data which does NOT meet specifications.
in
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days} (lbs. force) (sq.in.) (psi} Type
1 cpt10290201 11/05/2002 7 95910 28.37 3380 unbonded cap
1 cpt10290202 11/26/2002 28 126560 28.37 4460 unbonded cap
1 cpt10290203 11/26/2002 28 127100 28.37 4480 unbonded cap
28 day average 4470
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.
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 wdtten consent of TMI.
Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
363 N. Denton Tap Road
TMI Report No.: DC02-115-023
Report Date: 11/27/2002
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City ef Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
Specifications
Strength 3000 psi @ 28 Days
Slump 4 in max
Air Content 6 % max
Concrete Temperature n/a
Ambient Temperature n/a
Test Data
Placement Date 10/31/2002
Sampled By Matt Adams
Weather Cloudy
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3152487 Time Batched: 12:29 pm
Slump: 4.75 in* Air Content: 3.7 %
Concrete Temperature: 74° F Ambient Temperature: 67° F
Placement Location: Trail ~
Time Sampled: 1:15 pm
Unit Weight: n/a
Yardage (c.y.): 40 of 80
Sample Location: At Station 1+50 on Trail ~4
An asterisk (*) appears next to field data which does NOT meet specifications.
in
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) Obs. force) (sq.in.) (psi) Type
1 cpt10310201 11/07/2002 7 83760 28.27 2960 unbonded cap
1 cpt10310202 11/28~002 28 129580 28.27 4580 unbonded cap
I cpt10310203 11/28~002 28 128680 28.27 4550 unbonded cap
28 day average 4570
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. '"""/ ' ,~ ~ikeFuller x/ //
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.
['age I of 2
Client:
Project:
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
JMC Construction, L.P.
Coppell Trails
365 N. Denton Tap Road
TMI Report No.: DC02-115-023
Report Date: 11/27/2002
Concrete Compression Test Report
Report Distribution: (1) CRy of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) J MC Construction, LP
Specifications Test Data
Strength 3000 psi @ 28 Days P;acement Date 10/31/2002
Slump 4 in max Sampled By Matt Adams
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: 3152498 Time Batched: 3:26 pm Time Sampled: 4:30 pm
Slump: 5 in* Air Content: 3.2 % Unit Weight: n/a
Concrete Temperature: 72° F Ambient Temperature: 68° F Yardage (c.y.): 40 of 80
Placement Location: Trail #4
Sample Location: At Station 2+50 on Trail
An asterisk (*) appears next to field data which does NOT meet specifications.
m
Age Max Load Area Strength Fracture
Set # Cyl#der Test Date (days) (lbs. force) (sq.in.) (psi] Type
2 cpt10310205 11/07~002 7 86430 28.27 3060 unbonded cap
2 cpt10310206 11/28/2002 28 116720 28.27 4130 unbonded cap
2 cpt10310207 11/28/2002 28 117170 26.27 4140 unbonded cap
28 day average 4140
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 wdtten consent of TMI.
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