ST9905-LR080625
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LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0028
Service Date: June 11, 2008
Client: City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Contractor: Tiseo Paving
Source of Material: Native Material
Proposed Use: Common Fill
uscs: SC
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
ASTM 0 698
Method A
Moist Method
Mechanical
110.7
12.9
. 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 25, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
Sam"/e Information
Sampled By: Bradley W.Hatch
Sample Location: Sta.0+61
Sample Description: Brown and tan clayey sand
Liquid Limit:
Plastic Limit:
Plasticity Index:
Result
43
18
25
Specifications
% Passing #200:
38.6
Moisture Density Relations
Zero Air Voids Curve for assumed specifIC gravity 2.65
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'10
i '18
~ 'III
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;
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WloIor Corhnt ('lIoJ
Services- Moisture-Density Relations
Report Distribution:
(1) Clly of Coppell TX
(1) Tiseo Paving Company
Terracon Rep: Bradley W.Hatch
Reviewed by:
Page 1 of 1
oe.oOFl/RIl6oF....u'. Key
Eric J. CI veland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This raport 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
lrerracan
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0029
Service Date: June 11, 2008
Client: City of Coppel! TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Cappel! TX 75019
Material Information
Contractor: Tiseo Paving
Source of Material: Native Material
Proposed Use: Common Fill
USCS: CL
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
106.0
17.9
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 25,2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
Sam"le Information
Sampled By: Bradley W.Hatch
Sample Location: Sta. 13+00
Sample Description: Dark brown and tan silty clay, with sand
and gravel
Liquid Limit:
Plastic Limit:
Plasticity Index:
Result
47
19
28
Specifications
% Passing #200:
51.2
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
'OT
...
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i ,.,
:;
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:;
fi 102
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,
V -. ~ \
V , "
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~ Q 1& ~ . 11 . W m 21 = ~ ~ ·
Services- Moisture-Density Relations
_or c.......nl ('110'
Report Distribution:
(1) City ofCoppellTX
(1) TIseo Paving Company
Terracon Rep: Bradley W.Hatch
Reviewed by:
Eric J. leveland, P.E.
Senior oject Engineer
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.
Page 1 of 1
~DGRIROO-FUtUfIi!Key
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LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0030
Service Date: June 11, 2008
Client: City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box'9478
Coppell TX 75019
Material Information
Contractor: Tiseo Paving
Source of Material: Native Material
Proposed Use: Common Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 25, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
SamDle Information
Sampled By: Bradley W.Hatch
Sample Location: Sta. 20+00
Sample Description: Dark brown sandy cl~y
ASTM D 698
Method A
Moist Method
Mechanical
104.7
19.0
Liquid Limit:
Plastic Limit:
Plasticity Index:
Result
55
21
34
Specifications
% Passing #200:
61.9
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
l11i
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1/ " "
j \ ....
II \ \
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I ,
I "
1115
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i 102
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..
SIr
1& ~ ~ ~ 18 a m 2t D ~ a z 3
w.tar Co"'.'" (...)
Servlces- Moisture-Density Relations
Er J. v 00, P.E.
Senior proj Engineer
The tests were performed in general accordance with applicable ASTM. AASHTO. or DOT test methods. This report Is exclusively r 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Terracon Rep: Bradley W.Hatch
Reviewed by:
Page 1 of 1
CJ8.DGRlRDl.fulv.. Kwv
FIELD DENSITY TESTING
Report Number: 94081124.0027
Service Date: June 11, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
June 25, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
12.9 110.7
19.0 104.7
17.9 106.0
Proiect Reauirements
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Cappel I TX 75019
Materia/Information
Report Date:
Project:
Material
No.
1 811240028
2 811240030
3 811240029
Laboratory
Test Method
ASTM 0 698
ASTM 0 698
ASTM 0 698
Description and Classification
Brown and tan clayey sand
Dark brown sandy clay
Dark brown and tan silty clay, with sand and
gravel
Water
Content
(%)
0/+4
0/+4
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
95
95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift! Mat Depth Content Weight Weight
No. Test Location Elev. No. (Inches) (%) (pct) (% compaction)
Utilities, E Bound, Bethel, Storm Sewer Line
1 Sta.0+61 Final 1 6 13.2 105.9 96
2 Sta. 3+00 Final 1 6 14.4 106.7 96
12" Waterline
3 Sta. 8+00 Final 1 6 13.5 106.8 96
4 Sta. 13+00 Final 2 6 19.1 102.9 98
Storm Sewer Line
5 Sta~ 19+00 Final 3 6 18.1 105.0 99
6 Sta. 26+50 Final 1 6 14.4 106.1 96
7 Sta. 29+22 ) Final 2 6 19.1 105.6 100+
8 Sta. 34+00 Final 1 6 16.3 104.8 95
9 Sta. 36+50 Final 1 6 12.9 104.7 95
10 Sta. 41 +29 Final 1 6 16.9 106.7 96
11 Sta. 44+50 Final 3 6 18.2 102.4 97
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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 1 of2
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