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REP36419
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REP36419
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Entry Properties
Last modified
8/25/2016 12:14:13 AM
Creation date
11/27/2007 7:27:22 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
7/9/1981
Doc Name
Geotechnical Site Evaluation for Proposed Surface Facilities
From
Chen and Associates
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
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CA-2.79 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Chen and associates, inc. <br />u <br />z <br />N <br />N <br />i <br />W <br />U <br />c <br />v <br /> HYDROME7ER ANALYSIS SIEVE ANALYSIS <br /> <br />3a <br />~5 TIME REAOINGS <br />MR 1 NR <br />MIN IS MIN. 60 MIN t9 MIN a MIN. I MIN. '2 U.S. ST AN DARO SERIES <br /> <br />00 '100 'S0 '~0 'JO '16 10'B CLEAR SQUARE OPE NIN <br /> <br />W" v:' 1'ri' J" 5"fi" <br /> <br />B- <br />00 0 <br /> <br />90 10 <br /> <br /> <br />BO p <br /> <br />TO JO <br /> <br />Eo b <br /> <br /> <br />90 50 <br /> <br />a fi0 <br /> <br />b TO <br /> <br /> <br /> <br />30 g0 <br /> <br />IQ ~ <br /> <br />0 01 0 03 0 05 00 9 01 0 Q ]T .O Ta .ta g .1 9T 5 90 1. 10 2 b a T 6 9. 53 t9 t )0 t 16 2 111 2 IO <br />a <br />a <br />S <br />W <br />U <br />a <br />a <br />DIAMETER OF PARTICLE IN MILLIMETERS <br />CLAY TO SILT <br />GRAVEL % SAND L9 % SILT AND CLAY SI % <br />LIOUIO LIMIT 36 % PLASTICITY INDE% 18 % <br />SAMPLE OF slightly sandy clay FROM DS (a L.S <br />u <br />z <br />N <br />6 <br />Z <br />U <br />a <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br /> <br />2a <br />a5 <br />00 TIME READINGS <br />HN. T HR. <br />MIN 19 MIN 60 MIN 19 MIN.a MIN. I MIN. '10 U.S STANDARD SERIES <br /> <br />0 '100 'EO 't0 ']0 •IB ICE 'a OLEAR SQUARE OPENINGS <br /> <br />Y" I'A" ]" 5"fi' <br /> <br />0 <br /> <br />90 t0 <br /> <br /> <br />~ p <br /> <br />TO J0 <br /> <br /> I <br />~ w~ <br /> <br /> <br />~ ~1 <br /> <br />a0 ~ i <br /> <br />]0 ]0' <br /> <br /> <br />30 gp <br /> <br />IO g0 <br /> <br />0 IOC <br />.O Ot .00 2 005 009 .019 0]T .O A .u9 2 9] 5 90 Lt9 . >d a]0 0 51 t9 .t >B I 161 41 ] <br />.i[ ( V <br />DIAMETER OF PAR TICLE IN MILLIMETERS <br />CLAY TO SILT _ SANO GRAVEL <br />FINE MEDIUM COARSE FINE COARSE <br />GRAVEL G % SAND S7 % SILT AND CLAY 39 % <br />LIO UID LIMIT M' PLASTICITY INDE% % <br />SAMPLE OF clayey sand FROM D6 @ 4 <br />&20, 240 GRADATION TEST RESULTS Fi <br />152 <br />
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