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2009-03-02_REVISION - M2004009 (10)
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2009-03-02_REVISION - M2004009 (10)
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Last modified
6/16/2021 6:12:44 PM
Creation date
3/3/2009 1:52:20 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2004009
IBM Index Class Name
REVISION
Doc Date
3/2/2009
Doc Name
Subsurface Exploration Report- Feasibility Study Proposed Turnpike Water Storage Reservoir
From
EEC
To
DRMS
Type & Sequence
TR3
Media Type
D
Archive
No
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1 <br /> <br />Summary of E <br />L a <br />a r <br />bo th <br />r E <br />ator n <br />y gi <br />C neering Consultants, Inc. <br />lassification/ Moisture-Density Relationship <br /> <br />145 <br /> <br /> CLAY) <br /> <br />140 <br /> <br /> <br /> 17 <br /> Plastic Limit: <br />135 <br /> <br /> <br /> <br /> <br />130 Standard Proctor(ASTM D-698) <br /> <br /> 1 <br />5% <br />0 4. <br />Optimum Moisture Content:: <br />LL <br />125 <br /> <br />a <br />V <br /> <br />0 120 <br />N <br />9 <br />C <br />7 <br />° <br />? <br />115 <br /> <br />. <br />y <br />C <br />0 110 <br /> <br />0 <br /> <br /> <br />105 <br /> <br /> <br /> <br /> <br />100 <br /> <br /> <br /> <br /> <br />95 <br /> - - - - <br /> - - - - - - - - - - <br />- - - - - <br /> - - - - - - - - - <br />90 <br /> 0 5 10 15 20 25 30 35 <br />Percent Moisture <br />Project: Turnpike Reservoir <br />Erie, Colorado <br />Project No: 1082030 <br />Date Apr-08 <br /> Mat erial Designation: 1082030.E <br /> Sam ple Location: Boring No. 10 - 1.0'- 9.0' (Bedrock) <br />ified as LEAN <br />k (Cl <br />B <br />d <br /> Des ass <br />e <br />roc <br />cription: Claystone/Siltstone <br /> <br /> <br /> Limits (ASTM D-43181 <br />b <br />Att <br /> erg <br />er <br /> Liquid Limit: 32 <br /> <br /> <br /> 1 <br />5 <br />Index: <br />Plasticity <br /> <br /> 91 <br />3°k <br /> . <br />200 Sieve (ASTM C-1 17): <br />No. <br />Passing <br />Percent <br /> <br /> <br /> : 112 <br />Densit <br />Maximum Dr <br /> y <br />y <br /> <br /> <br /> <br /> <br /> <br /> Curves for 100% Saturation <br /> For Specific Gravity Equal to: <br /> <br /> <br /> 2.80 <br /> 2.70 <br /> 2 <br />60 <br /> . <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> E E J <br />!1 <br />
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