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2010-12-27_PERMIT FILE - C1981012
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2010-12-27_PERMIT FILE - C1981012
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Last modified
8/24/2016 4:28:18 PM
Creation date
1/5/2011 3:07:29 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Permit File
Doc Date
12/27/2010
Doc Name
GEOTECHNICAL STUDY —NEW ELK MINE SITE FACILITIES
Section_Exhibit Name
Exhibit 38 Geotechnical Study - NEM Site Facilities
Media Type
D
Archive
No
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U <br />Compaction Method AASHTO T 80C <br />Blows <br />Sample Condition. <br />Soaked o <br />.°�. <br />Remarks: 0 <br />Percen <br />Maximum Dry Density (pct): <br />126.9 <br />Opt. Moisture Content ( %): ) <br />10. l <br />Lift: <br />Before Soak (pef) <br />y After Soak (pcf) <br />Bottom Pre -Tes <br />Top Pre -Tes <br />Top 1" After Tes <br />Avers a After Soak <br />t Swell After Soak <br />CALIFORNIA BEARING RATIO <br />Point I <br />` 1 Huddleston -Berry <br />�1�1•!t <br />Point 3 <br />ASTM D1883 <br />Engincecing & Testing, LLC <br />Stress <br />(psi) <br />Dist. <br />(in) <br />Loa <br />(Ibs) <br />Project No.: 00456 -0004 <br />Authorized By: <br />Client <br />Date: 08/07/10 <br />Project Name: New Elk Mine - Jansen Yard <br />Sampled By: <br />MAB <br />Date: 08/07/10 <br />Client Name: River City Consultants <br />Submitted By: <br />MAB <br />Date: 08/09/10 <br />_ Sample Number: 10 -425 Location: Hwy 12 Embankment <br />Reviewed By: <br />MAB <br />Date: 08/20/10 <br />U <br />Compaction Method AASHTO T 80C <br />Blows <br />Sample Condition. <br />Soaked o <br />.°�. <br />Remarks: 0 <br />Percen <br />Maximum Dry Density (pct): <br />126.9 <br />Opt. Moisture Content ( %): ) <br />10. l <br />Lift: <br />Before Soak (pef) <br />y After Soak (pcf) <br />Bottom Pre -Tes <br />Top Pre -Tes <br />Top 1" After Tes <br />Avers a After Soak <br />t Swell After Soak <br />'oint 1 <br />15 <br />10.0 <br />113.6 <br />110.9 <br />9.6 <br />9.9 <br />19.1 <br />16.5 <br />2.4 <br />iple Data <br />'oint 2 <br />25 <br />10.0 <br />120.1 <br />118.0 <br />10.5 <br />11.1 <br />16.3 <br />15.0 <br />1.8 <br />Point 3 <br />56 <br />10.0 <br />125.1 <br />122.9 <br />10.3 <br />10.3 <br />15.3 <br />14.7 <br />1.8 <br />Penetration Data <br />Point I <br />Point 2 <br />�1�1•!t <br />Point 3 <br />Dist. <br />(in) <br />Load <br />(Ibs) <br />Stress <br />(psi) <br />Dist. <br />(in) <br />Loa <br />(Ibs) <br />Stress <br />(psi) <br />Dist. <br />(in) <br />Load <br />_ (Ibs) <br />Stress <br />(psi) <br />0.0001 <br />0 1 <br />0 <br />0.000 <br />�l♦� <br />0 <br />0.000 <br />0 <br />0 <br />0.025 <br />26 <br />9 <br />0.025 <br />64 <br />22 1 <br />0.025 <br />74 <br />25 <br />0.050 <br />I <br />15 <br />0.050 <br />123 <br />42 <br />0.050 <br />141 <br />48 <br />0.075 <br />65 <br />22 <br />0.075 1 <br />186 <br />63 <br />0.075 <br />2171 <br />71 <br />0.100 <br />87 <br />29 <br />0.100 <br />240 <br />81 <br />0.100 <br />277 <br />94 <br />0.125 <br />101 <br />34 <br />0.125 <br />287 <br />97 <br />0.125 <br />336 <br />114 <br />0.150 <br />116 <br />39 <br />0.150 <br />328 <br />111 <br />0.150 <br />394 <br />133 <br />0.175 <br />128 <br />43 <br />0.175 <br />364 <br />123 <br />0.175 <br />449 <br />152 <br />0.200 <br />139 <br />47 <br />0.200 <br />396 <br />134 <br />�i� <br />498 <br />168 <br />�� <br />147 <br />50 <br />0.225 <br />1 429 <br />145 <br />0.225 <br />544 <br />184 <br />0.250 <br />154 <br />52 <br />0.2501 <br />457 <br />155 <br />0.250 <br />585 <br />198 <br />0.275 <br />163 <br />tea■ <br />0.275 <br />486 <br />164 <br />0.275 <br />623 <br />211 <br />0.300 <br />171 <br />58 <br />.0.300 <br />511 <br />173 <br />0.300 <br />662 <br />224 <br />0.325 <br />177 <br />60 <br />0.325 <br />534 <br />��ri�r•.�rrr. <br />, , <br />696 <br />235 <br />0.350 <br />186 <br />63 <br />0.350 <br />561 <br />190 <br />0.350 <br />728 <br />246 <br />0.375 <br />192 <br />65 <br />1 0.375 <br />583 <br />I97 <br />0.375 <br />763 <br />1 258 <br />0.400 <br />201 <br />68 <br />0.400 <br />t� <br />� � t <br />t � <br />'oint 1 <br />15 <br />10.0 <br />113.6 <br />110.9 <br />9.6 <br />9.9 <br />19.1 <br />16.5 <br />2.4 <br />iple Data <br />'oint 2 <br />25 <br />10.0 <br />120.1 <br />118.0 <br />10.5 <br />11.1 <br />16.3 <br />15.0 <br />1.8 <br />Point 3 <br />56 <br />10.0 <br />125.1 <br />122.9 <br />10.3 <br />10.3 <br />15.3 <br />14.7 <br />1.8 <br />Penetration Data <br />Point I <br />Point 2 <br />Point 3 <br />Dist. <br />(in) <br />Load <br />(Ibs) <br />Stress <br />(psi) <br />Dist. <br />(in) <br />Loa <br />(Ibs) <br />Stress <br />(psi) <br />Dist. <br />(in) <br />Load <br />_ (Ibs) <br />Stress <br />(psi) <br />0.0001 <br />0 1 <br />0 <br />0.000 <br />0 <br />0 <br />0.000 <br />0 <br />0 <br />0.025 <br />26 <br />9 <br />0.025 <br />64 <br />22 1 <br />0.025 <br />74 <br />25 <br />0.050 <br />45 <br />15 <br />0.050 <br />123 <br />42 <br />0.050 <br />141 <br />48 <br />0.075 <br />65 <br />22 <br />0.075 1 <br />186 <br />63 <br />0.075 <br />2171 <br />71 <br />0.100 <br />87 <br />29 <br />0.100 <br />240 <br />81 <br />0.100 <br />277 <br />94 <br />0.125 <br />101 <br />34 <br />0.125 <br />287 <br />97 <br />0.125 <br />336 <br />114 <br />0.150 <br />116 <br />39 <br />0.150 <br />328 <br />111 <br />0.150 <br />394 <br />133 <br />0.175 <br />128 <br />43 <br />0.175 <br />364 <br />123 <br />0.175 <br />449 <br />152 <br />0.200 <br />139 <br />47 <br />0.200 <br />396 <br />134 <br />0.200 <br />498 <br />168 <br />0.225 <br />147 <br />50 <br />0.225 <br />1 429 <br />145 <br />0.225 <br />544 <br />184 <br />0.250 <br />154 <br />52 <br />0.2501 <br />457 <br />155 <br />0.250 <br />585 <br />198 <br />0.275 <br />163 <br />55 <br />0.275 <br />486 <br />164 <br />0.275 <br />623 <br />211 <br />0.300 <br />171 <br />58 <br />.0.300 <br />511 <br />173 <br />0.300 <br />662 <br />224 <br />0.325 <br />177 <br />60 <br />0.325 <br />534 <br />181 <br />0.325 <br />696 <br />235 <br />0.350 <br />186 <br />63 <br />0.350 <br />561 <br />190 <br />0.350 <br />728 <br />246 <br />0.375 <br />192 <br />65 <br />1 0.375 <br />583 <br />I97 <br />0.375 <br />763 <br />1 258 <br />0.400 <br />201 <br />68 <br />0.400 <br />606 <br />205 <br />0.400 <br />795 <br />1 269 <br />0.425 <br />208 <br />70 <br />0.425 <br />627 <br />212 <br />0.425 <br />825 <br />279 <br />0.450 <br />214 <br />72 <br />0.450 <br />650 <br />220 <br />0.450 <br />858 <br />290 <br />0.500 <br />230 <br />78 <br />0.5001 <br />690 <br />233 <br />0.500 <br />914 <br />309 <br />Corrected CBR @ 0.1" <br />2.4 1 8.1 10.2 <br />Corrected CBR @ 0.2" <br />3.1 8.9 1 11.2 <br />Penetration Distance Correction (in) <br />0.000 1 0.000 1 0.000 <br />Figure: <br />Form 120a CUR Repot <br />
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