ST0702-LR091215PLASTICITY TEST REPORT
Report Number: 94091174.0051 Ifierracon
Service Date: 12/14/09 8901 Carpenter Frwy.
Report Date: 12/15/09
Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell, TX 75019
Requirements
widrenat information
Source of Material: Treated on -site
Proposed Use: Paving subgrade
Soil Description: Brown clay (lime treated)
Classification:
Laboratory Test Data
Result
Liquid Limit: 40
Plastic Limit: 32
Plasticity Index: 8
Liquid Limit Method: Method B
Sample ]'reparation: Wet
Comments:
Services:
Terracon Rep: Burl E. Thomas
Reported To:
Contractor: .IR.i Paving
Report Distribution:
(1) City urCoppcll '1'x
(1) JRJ Paving LI'
Test Methods: ASTM D4318
(1) Freese and Nichols hic
Coppell Road - #ST07 -02
Bethel Road to
Southwestern Blvd.
Coppell, TX
Project Number 94091174
Sample Information
Sample Location: Coppell Road, Sta. 11 +00
Sampled By: Burl E. Thomas
Sample Date: 12/14/09
Reviewed By:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CRlNNiS, S.]fl -U7. lto..r Page 1 of 1
Senior Project Manager
PLASTICITY TEST REPORT
Report Number: 94091174.0050
Service Date: 12/14/09 8901 Carpenter Fiwy.
Report Date: 12/15/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, T 7 5019 Project Number 94091174
Material Information
Source of Material: Treated on -site
Proposed Use: Paving subgrade
Soil Description: Brown and tan clay (lime treated)
Laboratory Test Data
Result
Liquid Limit: 43
Plastic Limit: 32
Plasticity Index: 11
Liquid Limit Method: Method B
Sample Preparation: Wet
Comments:
Services:
Terracon Rep: Burl E. Thomas
Reported To:
Contractor: .IR.1 Paving
Report Distribution:
(1) City nr Coppell lrx
(1),IRJ Niviog 1_11
Requirements
( I ) Freese and Nichols Inc
Sample Information
Sample Location: Coppell Road, Sta. 3 +50
Sampled By: Burl E. Thomas
Sample Date: 12/15/09
Reviewed By:
Test Alethods: ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROWS. 5-2040.14c".3 Page 1 of 1
Senior Project Manager
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091174.0045
Service Date: l2 /1 ] /09 IrL�r
8901 Carpenter Frwy.
Report Date: 12/15/09 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number 94091174
material inrormatlon
Source oi' Material: Treated on -site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pel): 113.2
Optimum Water Content (' %o): 14.6
Sample Information
Sample Date: 12/11/09
Sampled By: Burl E. Thomas
Sample Location: Mitchell Street
Sample Description: Reddish brown sandy clay (lime treated)
Result Specifications
Liquid Limit: 37
Plastic Limit: 28
Plasticity Index: 9
11;
� 11`
V 11:
s tt1
n 116
�? 105
108
a 107
106
p 105
104
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
10 11 12 13 14 15 16 17 18 19 20 21
Water Content ( %)
Services: Moisture-Density Relations
Terracon Rep: Burl E. Thomas
Reported To:
Contractor: .IR7 Paving
Report Distribution:
(1) City 11'C'up ell TTx
(1) Freese and Nichols Inc
Test Methods: ASTM D698, ASTM D4318
Reviewed By:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOM. 5- ]0-01), R -.3 Page I of I
Senior Project Manager
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091174.0041 rL*rracon
Service Date: 12/09/09 8901 Carpenter Frwy.
Report Date: 12/15/09 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Attn: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number 94091174
Material Information
Source of Material: Treated on -site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pct): 104.6
Optimum Water Content ( %): 19.7
Sample Information
Sample Date: 12/09/09
Sampled By: James C. Blackwell
Sample Location: Coppell Road - Sta. 19 +00
Sample Description: Medium brown and tan clay (lime treated)
Result Specifications
Liquid Limit: 48
Plastic Limit: 35
Plasticity Index: 13
v
a
w
.
3
O
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
107
106 — l
105 -
104
103
102
101
100
99
15 16 17 18 19 20 21 22 23 24
Water Content ( %)
II IV, 11 L5:
Services: Moisture- Density Relations
Terracon Rep: James C. Blackwell
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) cit nrcnl,1,ell Tx
0) JRJ Paving 1_I'
( I ) Freese and Nichols Inc
Test Methods: ASTM D698, ASTM D4318
Reviewed By:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROON., $ - ?II -I N), Ro,.J Page 1 0l' 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091174.0040 1 fie r; r co= m c o n
Service Date: 12/09/09 8901 Carpenter Frwy.
Report Date: 12/15/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Coppell Road - #ST07 -02
Atha: Rick O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 7501 Project Number 94091174
Material Information
Source of Material: Treated on -site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pct): 93.6
Optimum Water Content (%): 25.4
Sample Information
Sample Date: 12/09/09
Sampled By: James C. Blackwell
Sample Location: Coppell Road - Sta. 8 +00
Sample Description: Gray and brown clay (lime treated)
Result Specifications
Liquid Limit: 44
Plastic Limit: 36
Plasticity Index: 8
96
95
V 94
93
t 92
91
�? 90
.+ 89
Be
Z 87
86
85
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Comments:
Services: Moisture- Density Relations
Terracon Rep: James C. Blackwell
Reported To:
Contractor: IRJ Paving
Report Distribution:
(1) City or Coppell Tx
(1)1R.1 Paving LP
Test Methods: ASTM D698, ASTM D4318
(1) Freese and Nichols Inc
Water Content ( %)
Reviewed By:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0006. 5- 20.09. Rm3 Page I of I
Senior Project Manager