My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP42918
DRMS
>
Back File Migration
>
Report
>
REP42918
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 12:44:55 AM
Creation date
11/27/2007 9:45:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Report
Doc Date
5/20/1993
Doc Name
DENSITY AND STABILITY STUDY REFUSE DISPOSAL AREA NEW ELK COAL MINE LAS ANIMAS COUNTY COLO
Permit Index Doc Type
STABILITY REPORT
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
57
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br />• <br /> <br /> <br /> <br />r <br /> <br /> <br /> <br /> <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR ] HR TIME READINGS U 5 STANDARD SERIES CLEAR 59UARE OPENINGS <br />dS MIN. tS MIN 60 MIN t9 MIN dMW tMIN '200 't00 '50'40'30 'b '+0'B 'd JIB' Jld' 1'h' J' S'b' B' <br />100 0 <br />Op 10 <br />BO 20 <br />]0 JO <br />~ o <br />z CD dp Z <br /> <br />a <br />50 <br />Z 50 c <br /> i <br />d0 60 <br />JO ]0 <br />2D ea <br />+D vo <br />o +ro <br />OOt 002 005 000 019 OJ] 0]d +d0 20] 500 tt9 20278 d]b 952 t9t b+ ]62 tD 200 <br /> 0 d2 +52 <br /> DIAMETER OF PARTICLE IN MILLiMEi ERS <br /> AY <br />C i <br />P <br />ASiIC <br />i0 B <br />NON <br />PIASiI SAND GRAVEL <br /> Q <br />I <br />l- <br />I <br />~ <br />L <br />I <br />IL G'R4E MED'~U"d COARSE G'.Nf COARSE CCBBLES <br />Sample of COAT REFUSE GRAVEL 65 % SAND 25 % <br />From TEST PTTS 101 AT 5.5 FT_ E 102 AT 2.5 FT. SILT&CLAV~~% LI9UIDLIMIT 25 <br />PLASTICITY INDEX S <br /> <br /> HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR ] HR TIME READINGS U 5 STANDARD SERIES CLEAR 59UARE OPENINGS <br />aS MIN tS MW. 60 MIN 19 MIN dMIN +MIN '200 '100 '50'40'30 '16 '10'8 'd JIB' Jld' 1'h' 3' S'b' B' <br />+00 0 <br />90 f0 <br />90 20 <br />]0 30 <br />O o <br />~ 00 a0 i <br />a a <br />Z 50 50 c <br /> i <br />u 60 <br />a0 <br />30 ]0 <br />2p 90 <br />t0 90 <br />0 100 <br />001 002 005 009 019 OJ] 0]d td0 29] 590 119 20230 d]b 952 t9t 761 ]62 127 200 <br /> U d2 t52 <br /> DIAMETER OF PARnCIE M MiLLIPAE i ERS <br /> CLAY <br />PLASiIC <br />NON PL45iIC <br />t0 SIU SAND GRAVEL <br /> ( <br />I <br />I <br />) FINE .n EDIUM COARSE FlNE COARSE COBBLES <br />~ Sample of rnAl RFFllSF GRAVEL B °6 SAND 72 <br />From TFCT PITS Tnt AT 7.5 FT. 6 102 AT 9.5 FT. SILT&CLAV 20 % U9UID LIMIT 25% <br />PLASTICITY INDEX ~ 4 <br />JUP NO. 17 ,453 <br />Gradation <br />Test Results FIG. B-6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.