ST1002-LR111117LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:
94111246.0005
Service Date:
11 /10 /11
Report Date:
11/17/11
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 E, 0 -5' deep
Sample Description: Dark brown to light brown silty clay with
sand and gravel
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 111.4
Optimum Water Content ( %): 14.0
MCI
Result Specifications
43
18
25
55.6
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
V 112
Q
111
Y
110
109
108
107
} 106
8 105
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:
94111246.0006
Service Date:
11 /10 /11
Report Date:
11/17/11
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: Bethel Road & South Coppell intersection,
0 -3'
Sample Description: Brown clayey sand, with gravel
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 116.6
Optimum Water Content ( %): 13.3
119
V 118
CL 117
L 116
2 115
114
113
M 112
} 111
Ll 110
Result Specifications
Liquid Limit: 36
Plastic Limit: 17
Plasticity Index: 19
In -Place Moisture ( %):
Passing #200 ( %): 32.1
USCS: SC
Zero Air Voids Curve for Assumed Specific
Gravity 2.70
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