PA0101-LR021015 GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables In., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-004
Report Date: 10/15/2002
Material Origin:
Sample Location:
Matedal Description:
Material Use:
Project Information
On-site
Trail #3 Between STA 1+00 to 2+00
Brown Sandy Clay
Sidewalk Subgrade
Moisture-Density Relationship - Curve No. 9288
Tested By: Donuald E. Bell
Sample Date: 10/11/2002
117
115
O~
Density
(pc~
9 11 13 15 17 19 21
Moisture Content (%)
Material Properties and Test Information - Curve No. 9288
Maximum Dry Density: 114.5 Liquid Limit: 54
Optimum Moisture Percent: 13.5 Plastic Limit: 23
Plasticity Index: 31
Test Method(s): ASTM D-698-A, ASTM D-A318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200: 26.8
USCS:
Moist
TERRA-MAR, INC.
~/' Mike Fuller
Project Manager
The results presented in this report pertain only to ~he 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
11050 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,: DC02-115-001
Report Date: 10/15/2002
On-site
Trail 1 @ STA 2+00
Brown Sandy Clay
Sidewalk Subgrade
Material Origin:
Sample Location:
Material Description:
Material Use:
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(I) Schrickel, Rollins & Assoc$., Inc.
(1) JMC Construction, LP
Project Information
Tested By: Donuald E. Bell
Sample Date: 10/08/2002
Moisture-Density Relationship - Curve No. 9279
129
125
Dr,/
Density
(pc0
6 8 10 12 14 16 18
Moisture Content (%)
Material Properties and Test Information - Curve No. 9279
Maximum Dry Density: 120.0 Liquid Limit: 23
Optimum Moisture Percent: 1t.0 Plastic Limit: 14
Plasticity Index: 9
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200: 7.6
USCS:
Moist
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client, Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
06MLM Page i et' I
GEOTECHNICAJ., ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ab/es In., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schrickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-002
Report Date: 10/15/2002
Project Information
Material Origin:
Sample Location:
Material Description:
Material Use:
On-site Tested By: Donuald E. Bell
Trail I @ STA 9+00 Sample Date: 10/08/2002
Brown Sandy Clay
Sidewalk Subgrade
Moisture-Density Relationship - Curve No. 9280
127
123
O~$i~'
119
115
I!1
7 9 11 13 15 17 19
Moisture Content (%)
Material Properties and Test Information - Curve No. 9280
Maximum Dry Density: 119.0 Liquid Limit: 20
Optimum Moisture Percent: 11.0 Plastic Limit: 15
Plasticity Index: 5
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200:
USCS:
Moist
4.8
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.
O~MLM PagC 10~l
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
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schfickei, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-004
Report Date: 10/15/2002
Project Information
Material Origin:
Sample Location:
Matedal Description:
Material Use:
On-site Tested By: Donuald E. Bell
Trail #3 Between STA 1 +00 to 2+00 Sample Date: 10/11/2002
Brown Sandy Clay
Sidewalk Subgrade
Moisture-Density Relationship - Curve No. 9288
117
11~
Density
(pc~
It3
lit
109
Il 13 15 1'/ 19 21
Moisture Content (%)
Material Properties and Test Information - Curve No. 9288
Maximum Dry Density: 114.5 Liquid Limit: 54
Optimum Moisture Percent: 13.5 Plastic Limit: 23
Plasticity Index: 31
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200: 26.8
USCS:
Moist
TERRA-MAR, INC.
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.
Page I or' l
O~MLM
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8500 fax:(g72) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
383 N. Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1) City of Coppell
(1) Schfickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-001
Report Date: 10/15/2002
Project Information
Matedal Origin:
Sample Location:
Material Description:
Matedal Use:
On-site Tested By:
Trail I @ STA 2+00 Sample Date:
Brown Sandy Clay
Sidewalk Subgrade
Moisture-Density Relationship - Curve No. 9279
Donuald E. Bell
1 O/08/2002
129
12~
Dry
Density
(pc0
121
117
113
6 8 lO 12 14 16 18
Moisture Content (%)
Material Properties and Test Information - Curve No. 9279
Maximum Dry Density: t20.0 Liquid Limit: 23
Optimum Moisture Percent: 1 t.0 Plastic Limit: 14
Plasticity Index: 9
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200:
USCS:
Moist
7.6
TERRJ&.-MAR, INC. -[ / - -prMoj-'~ek2~ MFy2 ~re r
The resul~ presented in ~is repo~ pekin only to the s~dfic items tested. This repod ~s p~u~d for the exclusive use of ~e client. Any reproduction of
this repo~, or any pa~ therein, is stdcfly prohibited wi~out the express wd~en ~nsent of TMI.
Page I of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGV/EW
11050 Ables Ln., Dallas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
Client: JMC Construction, L.P.
Project: Coppell Trails
363 N, Denton Tap Road
Moisture-Density Relationship
Report Distribution: (1) City of Coppell (1} City of Coppell
(1) Schfickel, Rollins & Assocs., Inc.
(1) JMC Construction, LP
TMI Report No.: DC02-115-002
Report Date: 10/15/2002
Project Information
Matedal Origin:
Sample Location:
Material Description:
Material Use:
On-site Tested By:
Trail 1 @ STA 9+00 Sample Date:
Brown Sandy Clay
Sidewalk Subgrade
Moisture-Density Relationship - Curve No. 9280
Donuald E. Bell
10/08/2002
127
123
D~y
Density
(pcf)
!19
111
7 9 !1 13 15 17 19
Moisture Content (%)
Material Properties and Test Information - Curve No. 9280
Maximum Dry Density: 119.0 Liquid Limit: 20
Optimum Moisture Percent: 11.0 Plastic Limit: 15
Plasticity Index: 5
Test Method(s): ASTM D-698-A, ASTM D-4318-B, ASTM D-1140
Rammer Description: Mechanical Preparation Procedure:
Passing No. 200: 4.8
USCS:
Moist
TERRA-MAR, INC.
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.
Page I of]
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