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1.26 SOIL SURVEY
<br />TABLE 12.--ENGINEERING PROPERTIES AND CLASSIFTCATIONS--Continued
<br />Classification?
<br />Soil name and ;1)epY.h; USDA texture ; "' ?------ ;Fra
<br />, B- i Percentage pajs
<br />map symbol ;
<br />Unified ; AASHTO ments ; sieve number--
<br />; > 3 ;- " J --:- - -_ :Liquid , '
<br />Plas-
<br /> '
<br />!inches: 4 ; 10 ?
<br />40 ; 200 ; limit ; ticity
<br /> --;- i ; index
<br />36*: Pct ,
<br />Shingle ----------- ; 0-6 ;Loam------------ 1CL-ML 1A
<br />4
<br />
<br />6-18:Clay loam, loam ;CL -
<br />1A-6 ; 0-5 175-100175-100;70-95 !55-75 ; 25-35 ; 5-10
<br />
<br />18 ,Unweathered ; 0 ;75-100;75-100;65-100;50-80 '
<br />30-40
<br />; 10-20
<br />bedrock. --- '-? ---
<br />37, 38 --; 0-9 ;Fine sandy loam ;ML, SM
<br />Fi
<br />9-30 ;A-4 ; 0-5 ;75_100;75-100170
<br />0
<br />
<br />I
<br />ne sandy loam,:SM, ML
<br />; sandy loam
<br />;
<br />;A-4, A-2
<br />1 0 -9
<br />145-60
<br />;75-100175-100;60-85 130-55
<br />;
<br />' ; NP
<br />.
<br />3
<br />; 0 ;Weathered ;
<br />---
<br />; NP
<br />
<br />? ; bedrock. --- ---
<br />39, 40-------------1 0-9 ;Loam------------;CL
<br />SC ;A-6 ;
<br />,
<br />Nunn 9-29;Clay loam clay
<br />; , , Y ;CL, CH
<br />2
<br />6
<br />;A-6, A-7 0-5
<br />: 0-5 195-100;80-95 ;70-95 ;45-75
<br />'
<br />'90
<br />:95-100
<br />100;8 1 25-40 1 10-20
<br />:
<br />9-
<br />0,C,lay loam, loam,;CL,
<br />s
<br />d
<br />l :A_t} 0-
<br />5 ,
<br />-
<br />5-95 ;65_75
<br />80-100;80-100;60-90 ,125
<br />75 ; 35-60 ; 20-35
<br />an
<br />y
<br />oam. 1 CL-ML.,
<br />; A-6, - ; 15-40 ; 5-20
<br />SM-SC, ; A-2
<br />
<br />41, 42-------------i 0-9 ;Clay loam ------- ICL., SC
<br />
<br />Nunn ;A-6
<br />o-s
<br />
<br />10
<br />195
<br />9-291C1 .ay loam, clay 1,' CH
<br />;29-601C1ay loam
<br />l
<br />C
<br />6, A-7;
<br />0-5 -
<br />0180-95 170-95 :65_-75
<br />' :95-100;90-100;85-95 ;65-75 , 2.5-40
<br />; :5-60 ; 10-20
<br />;
<br />,
<br />oam,;
<br />L,
<br />, ; sandy loam. ; CL-ML, ;A-
<br />
<br />; A-6,
<br />0-5
<br />180 80-100;80-100;60-90 ;25-75
<br />15-40 20-35
<br />; 5-20
<br />SM-SC, ; A-2
<br />SC
<br />0-9 ;Loamy sand ------ 1SM
<br />Nunn
<br />9-30;Clay loam
<br />cl
<br />;
<br />:A'2 ;
<br />0-5
<br />X95-100;80-95 ;60-80 ,120-30
<br />1 ;
<br />;
<br />--- ;
<br />
<br />NP
<br />,
<br />ay
<br />CL, CH
<br />130-60:Clay loam, loam,;CL ,A-6, A_
<br />7;
<br />;A-4 0-5
<br />0 ,95-100;90-100;85-95 ;65-75 ; 35-60 20-35
<br />,
<br />,1 sandy loam. ; GL-M1.., , r -5 ;80-100;80-100;60-90 ;25-75 ; 15-40 ; 5-20
<br />' ;. SM-SC, A-2
<br />SC
<br />44, 45------------- 0-101Loam
<br />y sand ------ ;SM
<br />Olne
<br />;A_2
<br />
<br />0
<br />
<br />;95-100;90-100;60
<br />y
<br />Y ;10-20;Sandy clay :Loam :SC, CL
<br />,20-25',Sandy loam
<br />;SC
<br />;A-6
<br />0 -90 ;15-25 1
<br />195-100;90-100;80-100140_55 ; ;
<br />20-40 ; NP
<br />10
<br />20
<br />,
<br />,
<br />sandy clay ; SM-SC, ;A-U, A-6; 0 ;95-100;95-100175-95 135-55 ; 20-35 ; -
<br />5-15
<br />loam, fine ; CL, 1 ;
<br />sandy loam. ? CL-MI,
<br />;25-60;Fine sandy loam „ SM
<br />loamy fine ;
<br />A-2
<br />0
<br />:95-100 195-100170-95 120-35 ;
<br />___ ;
<br />NP
<br />,1. sand. 1
<br />46, II7,. UB---------- ; 0-101Fine sandy loam SM
<br />Olney 110-?0:Sandy cla
<br />l
<br />; ;A-2 ; 0 195-100;90-100170-95 120-35 ; 15-25 1 NP
<br />
<br />y
<br />oam
<br />SC, CL
<br />120-251Sandy loam, 15C
<br />,1A-6 ;
<br />AI
<br />-}
<br />A
<br />6;
<br />0
<br />;95-100;90-100'80-100'40- 5
<br />5. 1
<br />
<br />20-40 ; -5
<br />
<br />10-20
<br />,
<br />sandy clay ; SM-SC, ,
<br />;
<br />- 0 195-100;95-100;75-95 ;35-55 ;
<br />
<br />1 20-35 ; 5-15
<br />
<br />loam, fine CL, 1
<br />1 sandy loam. ; CI.-ML' ;
<br />:25-60!Fine sandy ioam,;SM ;A-2 ; 0 ;95-100195
<br />100:
<br />
<br />loamy fine ;
<br />; -
<br />70-95 i20-35 ;
<br />--- ;
<br />NP
<br />; sand.
<br />49-----------------1 0-221Sand------------ ;SM
<br />2
<br />A
<br />Osgood ,,
<br />,7.2-34;Sandy loam ------ ,?M '
<br />-`
<br />IA-2
<br />A-4; 0
<br />
<br />0 ; 100 , 100 165-80 :
<br />-30
<br />--- ;
<br />NP
<br />
<br />:34-60;Loamy sand, sand;$M ,
<br />;A_2
<br />0 30
<br />100 1 100 ;60-80 ;30-40
<br />___ NP
<br /> 100 I95-100;50-75 ;10-25 ? --- ; NP
<br />50, 51, 52, 53-----' 0-
<br />12,Sandy loam ------ ;SM
<br />Otero
<br />112-60;Sandy loam
<br />fi
<br />;SM
<br />>
<br />?A-''
<br />
<br />0-1
<br />
<br />:95--100:75-100:50-80 120-35 ;
<br />
<br />---
<br />
<br />NP
<br />,
<br />ne
<br />sandy loam, ,A-2., A-11
<br />; 0-1 190-.100,150-100140-80
<br />;20-3`i ;
<br />--- ;
<br />NP
<br />gravelly sandy 1 1 +
<br />loam.
<br />54, 55-------------; 0-20;Loam------------ ;ML
<br />Paoli :20-25 Fine
<br />d ,A-4 ; 0 ;95-100;90-100175-95 ;55-75 ; 25-35 ; NP
<br />
<br />san
<br />y loam,;SM
<br />;A-4 ;
<br />D
<br />;80-100;80-100160-85 135-50 ; -5
<br />
<br />, sandy loam.
<br />125-60;Fi.ne sandy loam,;SM
<br />
<br />sandy loam.
<br />
<br />;A-2, A-4' '
<br />
<br />O
<br />
<br />
<br />
<br />75-100:75-100:55-85
<br />1
<br />;30-50 -__ NP
<br />
<br />
<br />
<br />P
<br />See footnote at: end of table.
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