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PERMFILE138031
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PERMFILE138031
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Entry Properties
Last modified
8/24/2016 10:38:38 PM
Creation date
11/26/2007 6:55:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
WEST HORSE GULCH HYDROLOGIC MODEL
Section_Exhibit Name
APPENDIX Q SECTION XXXV
Media Type
D
Archive
Yes
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<br /> <br />Sample q = EAST FLUME KEYWAY <br />Point b = I <br /> Initial <br />Length = 14.75 cm <br />Dinmeler = 7.27 cm <br />U`et Weigld= 911.90 g <br />Area ° 41.5 sq.cm <br />Sample Area = 6.47 sq. in. <br />Volume = 595.7 cc <br />MoisNre Crnuenl ° 7.1 % <br />Specific Grnvip~ = 2.61 <br />Dn' Weight of Solids = 851.45 g <br />Wet Density = 1.53 g/cc <br />Dn~ Dencin• = 1.43 g/cc <br />Wct DenriN = 95.5 pcf <br />Dn Density -~ 89.2 pc( <br />Cell Pressure = IUD psi <br />BacA Pressure = 94 psi <br />Confinine Pressure = 6 psi <br />Notes <br />Golder Associates, Inc. <br />Denver, Colorado <br />Short Title: <br />AiONTGOA7ER1' 1VATSON/LAB TEST/CO <br />rlr da. Re, <br />Semple q = EAST FLUh1E KEY0.'AY <br />Point q = 2 <br /> lnilinl <br />Length = 14.15 cm <br />Diameer = 7.27 cm <br />Wet Weighs = 991.40 g <br />Area = 41.5 sq.cnt <br />Snmple Area = 6.43 sq. itt. <br />Volume = 587.4 ec <br />Gloismre Content= 7.0% <br />Specific Gravity = 2.61 <br />Dry Weight of Solids = 926.54 g <br />Wet Densit}~ = 1.69 g/cc <br />Dn' Darsin~ ° 1.58 g/cc <br />U'et Datsit}• = 105.3 pcf <br />Dn Uutsin = 98.4 pcf <br />CeII Pressure = 100 psi <br />BacA Pressne = 88 psi <br />Confining Pressure = 12 psi <br />Selttple q =EAST FLU7,1E KEYWAY <br />Point k = 3 <br /> Initinl <br />Length = 15.90 cm <br />Diameter = 7.27 an <br />0.'et Weight= 1128.20 g <br />Aree = 41.5 sq.cm <br />Sample Areo = 6.43 sq. in. <br />Volume = 660.0 cc <br />A7oisNre Contact = 7.0% <br />Specific Grevity'= 2.G1 <br />Drr' Weight of Solids = 1054.39 g <br />Wet Density = 1.71 g/cc <br />Dry Density = 1.60 g.'cc <br />R`el Delrsily = IOG.7 pcf <br />Dn• Deltsity = 99.7 pcf <br />Cell Pressure = 100 psi <br />Brack Pressnre = 76 psi <br />Confining Pressure = 24 psi <br />TRIAXIAL SHEAR TEST REPORT <br />SAMPLE DATA AND CALCULATIONS <br />
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