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2009-10-08_PERMIT FILE - C1994082A
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2009-10-08_PERMIT FILE - C1994082A
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Last modified
8/24/2016 3:56:05 PM
Creation date
11/9/2009 1:33:27 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082A
IBM Index Class Name
Permit File
Doc Date
10/8/2009
Doc Name
POND 012 LANDSLIDE REPAIR PLAN & SUBSEQUENT SLOPE STABILITY ANALYSIS
Section_Exhibit Name
TAB 13 ATTACHMENT 13-12B and Addendum 13-12B-A To 13-12B-E
Media Type
D
Archive
Yes
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• <br />Sample q = P 12-2 Sample W = P 12-2 Sample H = P 12-2 <br />Point p= I Pcim p= 2 Point d= 3 <br /> Initial Initial Initial <br />Lrngth = 14.69 cm Length = I4J8 cm Length = 14.69 cm <br />Diameter = 7.28 cm Diameter = 7.28 cm Diameter = 7.27 cm <br />Wet Wei¢hl = 1132.20 g Wet Weight = 1132.20 g Wet Weight = 1132.80 g <br />Area = -11.6 sq.cnt Area = 41.6 sq.cm Arcs = 415 sq.em <br />Sample Area = 6.45 sq. in. Sumplc Arca = 6A5 sq. in. Sample Area - 6.43 sq. in. <br />Vulume = 61 L5 ec Vulume = 615.2 w Vulume = 609 8 cc <br />Moisture Cuntem = 23.2°o Moisture Content = 23.2°b Moisture Content = 23.2°.~0 <br />Specitc Gravity = 2.59 Specific Greviq~ = 2.59 Specific Gmvily = 2.59 <br />Dq• Weight ul Solids ° 918.99 g Dry Weight of Solids = 918.99 g Dry Weight of Solids = 919.48 g <br />Wet Density = L85 glee Wet Density = 1.84 g/cc Wet Dcusily = I SG g/cc <br />Dq' Density = L50 g/ec Dry Densit)• = 1.-19 g.'cc Dq' Density = I .i 1 g/ec <br />Wet Dettsip• = 115.5 pct' Wel Dutsiq~ = 114.8 pcf Wet Dettsit}• = 115.9 pcC <br />Dq~ Density = 93.8 pcf Dq• Density = 93.2 pcC Dq Density' = 94.1 pcf <br />Cell Pressure = 100 psi Cell Pressure = 100 psi Cell Pressurc = 100 psi <br />Buck Pressurc = 95 psi Back Pressure = 90 psi Back Pressure = 80 psi <br />Cunliniug Pressure = 5 psi Confining Pressurc = 10 psi Confining Pressure = 20 psi <br />Notes: <br />Denver, Colorado iRIAXIAL SHEAR TEST REPORT <br />shoe Tiue: SAMPLE DATA AND CALCULATIONS <br />hiONTCOIr1ERY WATSON <br />12'2 <br />SLI'T', 2000 ~ 003-2111-I <br />
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