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2008-07-29_PERMIT FILE - C1981010
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2008-07-29_PERMIT FILE - C1981010
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Last modified
8/24/2016 3:35:02 PM
Creation date
2/5/2009 11:00:47 AM
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Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
7/29/2008
Doc Name
Horse Gulch Hydrologic Model
Section_Exhibit Name
APPENDIX Q SECTION XXVII
Media Type
D
Archive
No
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Sample q =EAST FLUME KEYWAY Sample q =EAST FLUME KEYWAY Semple q = EAST FLUA4E F:EYWAY <br />Point q = 1 <br /> Initial <br />Length = 14.35 cat <br />Diameter = 7.27 cm <br />ly4t Weight = 911.90 g <br />Area = 41.5 sq.em <br />Saittple Area = 6.43 sq. in. <br />Volume = 593.7 cc <br />Rfoismre Crnttenr = 7. I % <br />Sptcific Grnvih' = 2.61 <br />Dn~ N'ei¢Itt o(Sultds = 851.45 g <br />Wet Densih~ = 1.5J g/cc <br />Dn~ Detrcih• _ . 1.43 g/cc <br />SVct Dcttsih~ = 95 5 pcf <br />Dn Ucnsily -~ 89.2 pcf <br />Cell Pressure = 100 psi <br />frock Pressure = 94 psi <br />Confinin¢ Pressure = ri psi <br />Noter <br />Golder Associates, Inc. <br />Denver, Colorado <br />Sliot~ Title: <br />MIONTGOM11ER1' 4rATSON/LAtl'fESf/CU <br />>I. No. Re. irked: <br />Point q = 2 <br /> Initial <br />Length = 14.15 cm <br />Diameter= 7.27 cat <br />Wet Weight= 991.40 g <br />Arca = 41.5 sq.cttr <br />Sample Area = G 43 sq, in. <br />Volume = 567.4 ec <br />A9oisnne Crnuenl = 7.0% <br />Sptcific Gravity= 2.61 <br />Dry Weight of Solids ° 926.54 g <br />Wel Dettsih~ = 1.69 g/cc <br />Dry Dtnsin' = 1.58 g/cc <br />U'et Density =~ 105.3 pcf <br />Dn• Ucnciry' _ 96.4 pcf <br />Cell Pressure = 100 psi <br />Back Pressure = 88 psi <br />CnnGning Pressure = 12 psi <br />Point N = J <br /> Initial <br />Length = 15.90 cm <br />Diameter = 7.27 cm <br />Wet Nreigltt = 1128.20 g <br />Area = 41.5 sq.crn <br />Sample Area = 6.4] sq. in. <br />b'olunte = 660.0 cc <br />Moisnne Content = 7.090 <br />Specific Gravity = 2.61 <br />Dn' Weigln of Solids = 1054.39 g <br />Wet Density = 1.71 g/cc <br />Dry Dntsiry' = 7.60 g'cc <br />Wet Densiy' = 106.7 pcf <br />Dry Density = 99.7 pcf <br />Cell Pressure = 100 psi <br />Back PfeSSare = 76 psi <br />Conning Pressure = 24 psi <br />TRIAXIAL SHEAR TEST REPORT <br />SAMPLE DATA AIdD CALCULATIONS <br />SEPT. 2000 ~ 003-2111-1 <br />11 <br />• • • <br />
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