PA0101-LR021113Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
1050 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.:
Report Date:
DC02-115-009
11/13/2002
Specifications
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
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 10/15/2002
Sampled By Adolph Ortiz
Weather Clear
Supplier/Mix Lattimore Materials/863
Air Content Method ASTM C-231-B
Ticket Number: 3151875 Time Batched: 10:36 am
Slump: 6 in* Air Content: 3.0 %
Concrete Temperature: 72° F Ambient Temperature: 74° F
Placement Location: Sidewalk trails
Sample Location: Coppell Trail #1, Shady Brown West, Station 12
An asterisk (*) appears next to field data which does NOT meet specifications.
Time Sampled: 11:25 am
Unit Weight: n/a
Yardage (c.y.): 40of 90
Age. Max Load Area Strength
Set # Cyl~der Test Date (days] Obs. force) (sq.in.) (psi}
I cpt10150201 10/22/2002 7 86990 28.27 3080
1 cpt10150202 11/12/2002 28 107930 28.37 3800
1 cpt10150203 11/12/2002 28 108100 28.37 3810
28 day average 3810
Fracture
Type
unbonded cap
unbonded cap
unbonded cap
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 repod 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 stdcUy prohibited without the express written consent of TMI.
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0155D
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS PORT WORTH HOUSTON AUSTIN LONGWEW
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
Concrete Compression Test Report
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schdckel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.:
Report Date:
DC02-115-009
11/13/2002
Specifications
Test Data
Strength 3000 psi @ 28 Days Placement Date 10/15/2002
Slump 4 in max Sampled By Adolph Ortiz
Air Content 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Lattimore Materials/863
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 3151882 Time Batched: 11:51 am
Slump: 4.5 in* Air Content: 4.7 %
Concrete Temperature: 72° F Ambient Temperature: 74° F
Placement Location: Sidewalk trails
Sample Location: Coppell Trail, Shady Borwn West #1, Station I
Time Sampled: 12:30 pm
Unit Weight: n/a
Yardage (c.y.): 80 of 90
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
2 cpt10150204 10/22/2002 7 88310 28.27 3120 unbonded cap
2 cpt10150205 11/12/2002 28 110800 28.37 3910 unbonded cap
2 cpt10150206 11/12/2002 28 111310 28.37 3920 unbonded cap
28 day average 3920
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.
!"' // M~ke 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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0155D