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2002-11-05_REVISION - M2001107
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2002-11-05_REVISION - M2001107
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Last modified
6/16/2021 6:08:29 PM
Creation date
11/21/2007 4:49:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001107
IBM Index Class Name
Revision
Doc Date
11/5/2002
Doc Name
Bond Requirement
From
Rollin Consulting
To
DMG
Type & Sequence
TR2
Media Type
D
Archive
No
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UNIFIED SOIL CLASSIFICATION SYSTEM <br />Criteria for Assigning Group Symbols and Group Names Using Lahoratory Tests' <br />Coarse Grained Soils Gravels Clean Gravels <br />More than 50 % retained More than 50 % o(coarse Less than 5 % fines` <br />fraction retained on <br />on No. 200 sieve No. 4 sieve Gravels with Fines <br /> More than 12 % foes` <br />Fine-Grained Soils <br />50 % or more passes the <br />No. 200 sieve <br />Sands Clean Sands <br />50 % or more of coarse less than 5 % fnes° <br />fraction passes <br />No. 4 sieve Sands with Fines <br /> More than 12 %fines° <br />Silts antl Clays inorganic <br />Liquitl limit less than 50 <br />organic <br />Silts and Clays inorganic <br />Liquid limit 50 or more <br />organic <br />soils <br />Cu z4 and15Ccs 3` <br />Cu < 4 andPor i > Cc > 3` <br />Fines classify as ML or MH <br />Fines Uassity as CL or CH <br />Cu >_6and15Ccs3` <br />Cu < 6 and/or t > Cc > 3' <br />Fines classify as ML or MH <br />Fines classify as CL or CH <br />PI > 7 and plats on er above "A" line' <br />PI < 4 ar plots below "A" line' <br />Liquid limit -oven <br />dried <0.75 <br />Liquid limit -not <br />dried <br />PI plats on or above "A" line <br />PI plots below'A' line <br />Liquid limit -oven dried <br />< 0.75 <br /> Soil Classification <br />Group <br />Symhol <br />Group Name' <br />GW Well graded gravel` <br />GP Poorly graded gravel` <br />GM Siity gravel°~6~" <br />GC Clayey gravel"" <br />SW <br />SP Well graded sand' <br />Poony graded sand' <br />SM Silly sand"' <br />SC Clayey sand`"' <br />CL Lean Uay"`" <br />ML Silt"`" <br /> <br />OL Organic clay"`"" <br /> <br />Organic siltK~"'0 <br />CH Fat clay"~`" <br />MH Elastic silt"'`"' <br /> <br />OH Organic Uay"~"`° <br /> <br />Organic siltKLLO <br />PT Peat <br />Liquid limit -not dried <br />Primarily organic matter, dark in color, and organic odor <br />"Based on the material passing the 3-in. (75-mm) sieve <br />°If field sample contained cobbles or boulders, or both, add "with cobbles <br />or boulders, or both' to group name. <br />°Gravels with 5 to 12%fines require dual symbols: GW-GM well graded <br />gravel with silt, GW-GC well graded gravel with clay, GP-GM poorly <br />graded gravel with silt, GP-GC poorly graded gravel with clay. <br />°Sands with 5 to 12%fines require dual symbols: SW-SM well graded <br />sand with silt, SW-SC well graded sand with clay, SP-SM poorly graded <br />sand with silt, SP-SC poorly graded sand with clay <br />z <br />Dio x Deo <br />° If soil contains z 15% sand, add "with sand" to group name. <br />°If fines classify as CL-ML,~use dual symbol GC-GM, or SC-SM. - <br />60 <br />50 <br />a <br />W 40 <br />O <br />Z <br />~ 30 <br />U <br />F- <br />N p° <br />J <br />a <br />to <br />7 <br />4 <br />a <br />0 <br />10 1fi p 30 40 50 60 70 <br />LIQUID LIMIT (LL) <br />BO 90 <br />"If fines are organic, add "with organic fines' to group name. <br />I If soil contains s 15% gravel, add'With gravel" to group name. <br />~ I(Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. <br />"If sail contains 15 to 29% plus No. 200, add 'with sand' or "with <br />gravel," whichever is predominant. <br />~If soil contains >_ 30% plus No. 200 predominantly sand, add <br />"sandy" to group name. <br />"' If soil contains >_ 30% plus No. 200, predominantly gravel, <br />add "gravelly" to group name. <br />"PI z 4 and plots on or above "A" line. <br />° PI <4 or plots below "A" line. <br />°PI plots on or above "A" line. <br />° PI plots below "A" line. <br />For classification of fine-grained <br />soils and fine-grained fraction <br />of coarse-grained soils co ~~ o <br />Equation of"A'-line ~ <br />,J~,i~ + ~\~ <br />P <br />Horizontal al PI=4 to LL=25.5. <br />Inen PI=0 <br />73 (LL-20) <br />~ <br />. C• <br />Equation of "U' -line o~ <br />~ <br />Vertical al LL=16 to PI=7, G - --- - <br />- then PI.0.9 (LL-9) - - <br /> <br />' <br />/' O~ <br /> , pt <br /> ~ <br /> G I <br /> I MHa <br />I rOH <br /> <br />--- _ <br />='-'a <br />ML <br />OL i <br />I <br /> or <br />100 110 <br />1 ~~rracon <br />
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