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2022-12-16_PERMIT FILE - M2021067
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2022-12-16_PERMIT FILE - M2021067
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Last modified
12/19/2022 8:34:38 PM
Creation date
12/19/2022 9:20:25 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2021067
IBM Index Class Name
Permit File
Doc Date
12/16/2022
Doc Name
Adequacy Review Response
From
Asphalt Specialties Co.
To
DRMS
Email Name
ECS
MAC
Media Type
D
Archive
No
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UNIFIED SOIL CLASSIFICATION SYSTEM <br /> Soil Classification <br /> Group Group Name <br /> Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Symbol <br /> Coarse-Grained Soils Gravels more than Clean Gravels Less Cu24 and 1<Cc53E GW Well-graded gravel r <br /> more than 50% 50%of coarse than 5%fines <br /> retained on No.200 fraction retained on Cu<4 and/or 1>Cc>3E GP Poorly-graded gravel F <br /> sieve No.4 sieve Gravels with Fines a,H <br /> Fines classify as ML or MH GM Silty gravel <br /> more than 12% <br /> fines Fines Classify as CL or CH GC Clayey Gravel F,a," <br /> Sands 50%or more Clean Sands Less Cu26 and 1<Cc53E SW Well-graded sand <br /> coarse fraction than 5%fines <br /> passes No.4 sieve Cu<6 and/or i>Cc>3E SP Poorly-graded sand <br /> Sands with Fines Fines classify as ML or MH SM Silty sand 6 H <br /> more than 12% <br /> fines Fines classify as CL or CH SC Clayey sand <br /> Fine-Gralned Soils Silts and Clays inorganic K4M <br /> PI>7 and plots on or above"A"Line CL Lean clay <br /> 50%or more passes Liquid limit less <br /> the No.200 sieve than 50 Pi<4 or plots below"A"Line ML Silt <br /> organic Liquid Limit-oven dried Organic clay 9,4M,N <br /> <0.75 OL <br /> Liquid Limit-not dried Organic silt Ki M•o <br /> Silts and Clays inorganic PI plots on or above"A"Line CH Fat clay Koss <br /> Liquid Limit 50 or <br /> more PI plots below"A"Line MH Elastic Silt KU" <br /> organic Liquid Limit-oven dried Organic clay MlmlP <br /> <0.75 OH <br /> Liquid Limit-not dried Organic silt K"10 <br /> Highly organic soils Primarily organic matter,dark in color,and organic odor PT Peat <br /> "Based on the material passing the 3-1n.(75-mm) r = <br /> Cu=Dw/D�Cc- (DD0) Kif soil contains 15 to 29%plus No.200,add"with sand" <br /> sieve D1.x Dw or"with gravel",whichever is predominant, <br /> sif field sample contained cobbles or boulders,or rlf soil contains t 30%plus No.200 predominantly sand, <br /> both,add"with cobbles or boulders,or both"to add"sandy"to group name. <br /> group name. 'if soil contains a15%sand,add"with sand"to Mif soil contains 230%plus No.200 predominantly gravel, <br /> `Gravels with 5 to 12%fines required dual symbols: sit fines classify as CL-ML,use dual symbol GC- add"gravelly"to group name. <br /> GW-GM well graded gravel with sift CM,or SC-SM. "PI2:4 and plots on or above"A"line. <br /> GW-GC well-graded gravel with day "If fines are organic,add"with organic fines"to °PIS4 or plots below"A"line. <br /> GP-GM poorly-graded gravel with sift group name °PI plots on or above"A"line. <br /> GP-GC poorly-graded gravel with day 'If soil contains>15%gravel,add"with gravel"to "PI plots below"A"line. <br /> "Sands with 5 to 12%fines require dual symbols: group name <br /> SW-SM well-graded sand with sift If Atterberg limits plots shaded area,soil Is a CL- <br /> SW-SC well-graded sand with day ML,Silty day <br /> SP-SM poorly graded sand with silt <br /> SP-SC poorly graded sand with clay <br /> 60 <br /> For Classification of fine-grained soils and <br /> fine-grained fraction of coarse-grained <br /> 50 soils, <br /> Equation of"A"Ane <br /> a 40 Horizontal at Pk4 to LL=255 <br /> W then PI-0.73(LL-20) <br /> Z Equation of"U"Ifne <br /> 30 Vertical at LL=16 to PI-7, <br /> �j then PI--0.9(LL-8) <br /> a 20 <br /> p� MH at OH <br /> 10 ow <br /> ,lab I ML 40L <br /> 0 <br /> 0 10 20 30 40 5o 60 70 80 90 100 110 <br /> LIQUID LIMIT(LL) <br /> Earth Engineering Consultants,LLC <br />
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