ST1002-LR111116LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:
94111246.0001
Service Date:
11 /10 /11
Report Date:
11/16/11
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 RegNo: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
4ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94111246
Material Information
Sample Information
Source of Material: Native
Sample Date: 11/10/11
Proposed Use: Common fill
Sampled By: Christopher Amoah
Sample Location: Lot 1, Block F 0 -5' deep
Sample Description: Dark brown & brown clay, with sand
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 104.0
Optimum Water Content ( %): 19.0
106
Result Specifications
Liquid Limit: 55
Plastic Limit: 18
Plasticity Index: 37
In -Place Moisture ( %):
Passing #200 ( %): 77.1
USCS: CH
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
w 105
C. 104
103
t 102
2 101
100
99
C 98
M 97
T 96
95
J - 14 - I b - 1b - 11 - 1b _1y LU 2 " 2J 24 L5 Lb 21
Water Content ( %)
Comments
Services: Moisture - Density Relations
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: —4
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, ASTM D 1140, 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.
CROOOe, s- z7 -ii, Reo.e Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:
94111246.0002
Service Date:
11 /10 /11
Report Date:
11/16/11
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 RegNo: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
4ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94111246
Material Information
Sample Information
Source of Material: Native
Sample Date: 11/10/11
Proposed Use: Common fill
Sampled By: Christopher Amoah
Sample Location: Lot 1, Block D & E 0 -5' deep
Sample Description: Dark brown to light brown sandy clay, with
gravel
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 109.0
Optimum Water Content ( %): 14.0
I"
Result Specifications
38
15
23
53.8
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
110
Q 109
108
L 107
2 106
N 105
104
103
102
T 101
100
99
Water Content ( %)
Comments
Services: Moisture - Density Relations
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Liquid Limit:
Plastic Limit:
Plasticity Index:
In -Place Moisture ( %):
Passing #200 ( %):
USCS: CL
Reviewed By: —4
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, ASTM D 1140, 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.
CROOOe, s- z7 -ii, Reo.e Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:
94111246.0003
Service Date:
11 /10 /11
Report Date:
11/16/11
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 RegNo: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
4ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94111246
Material Information
Sample Information
Source of Material: Native
Sample Date: 11/10/11
Proposed Use: Common fill
Sampled By: Christopher Amoah
Sample Location: Lot 1, Block G, 0 -5' deep
Sample Description: Dark brown to light brown clayey sand,
with flexbase
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 116.4
Optimum Water Content ( %): 13.6
isK
Result Specifications
Liquid Limit: 38
Plastic Limit: 16
Plasticity Index: 22
In -Place Moisture ( %):
Passing #200 ( %): 41.3
USCS: SC
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
V 117
Q
116
t
2 115
114
113
M
T 112
111
Water Content ( %)
Comments
Services: Moisture - Density Relations
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: —4
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, ASTM D 1140, 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.
CROOOe, s- z7 -ii, Reo.e Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:
94111246.0004
Service Date:
11 /10 /11
Report Date:
11/16/11
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 RegNo: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
4ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number 94111246
Material Information
Sample Information
Source of Material: Native
Sample Date: 11/10/11
Proposed Use: Common fill
Sampled By: Christopher Amoah
Sample Location: Lot 2, Block G, 0 -5' deep
Sample Description: Dark brown and brown silty clay with
flexbase
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 106.5
Optimum Water Content ( %): 17.7
109
Result Specifications
Liquid Limit: 49
Plastic Limit: 14
Plasticity Index: 35
In -Place Moisture ( %):
Passing #200 ( %): 50.9
USCS: CL
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
108
C 107
106
++ 105
L 104
2 103
102
101
100
M 99
T 98
97
96
IL - IJ - 14 - Ib - Ib It 'lb 'ly LU 2 " 2J 24 L5 Lb L/
Water Content ( %)
Comments
Services: Moisture - Density Relations
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: —4
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, ASTM D 1140, 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.
CROOOe, s- z7 -ii, Reo.e Page 1 of 1