*** Supplementary Characterization Data ***
Pedon ID: S1960IN055002( Greene, Indiana )Print Date: Nov 21 2024 11:44AM

Sampled as on Jul 11, 1960:Mcgary
Revised to correlated on Aug 1, 2000:(unnamed) ; Fine, mixed, active, mesic Aeric Albaqualf
United States Department of Agriculture
SSL-ProjectNL40010   SSIR SAMPLESSoil Conservation Service
-Site IDS1960IN055002   Lat: 38° 56' 21.00" north  Long: 87° 8' 28.01" westLincoln Soil Survey Laboratory
-Pedon No. 40A5264Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska

Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21--22--23--24--25-
 
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)( Atter- )( Gradation )
Percentage Passing SieveUSDA Less Than Diameters (mm) at bergUni-Cur-
Depth323/213/43/84104020020521..5.25.10.05605010LLPIfmtyvtur
Layer(cm)HorzPrep(-------------------Inches-------------------)(---------Number---------)(------Microns----)(---------Millimeter----------)(-----Percentile---)(----%----)CUCC
 
40A395580-28ApS1001001001001001001001009896764423100989796960.010.0060.00118.61.3
40A3955928-38Bt11S100100100100100100100100100998564501001001009998--0.002--12.00.5
40A3956038-56Bt12S1001001001001001001001001009990644710010010010099--0.002--12.30.6
40A3956156-69Bt21S100100100100100100100100100999366481001001009999--0.002--11.40.6
40A3956269-99Bt22S10010010010010010010010010099906244100100999999--0.003--13.20.6
40A3956369-99C1S1001001001001001001001009998915939100999998980.010.003--14.20.8
40A3956499-127C2S10010010010010010010010098979163449998989797--0.003--12.90.6

Tier 2-26--27--28--29--30--31--32--33--34--35--36--37--38--39--40--41--42--43--44--45--46--47--48--49--50-
 
(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)(- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -)(- - Void - -)
Whole Soil (mm)<75 mm FractionWhole Soil<2 mm FractionRatios
>225025075752057575205Soil SurEngineeringSoil SurveyEngineeringAt 33 kPa
Depth-UP-75-2-20-5-2<2-2-20-5-2<233OvenMoistSatur331500OvenMoistSaturWhole<2
Layer(cm)HorzPrep(------------------- % of Whole Soil ------------------)(--------- % of <75 mm ---------)kPa-dry-ated kPa kPa -dry -ated Soilmm
3B13B13B14A1h
 
40A395580-28ApS--------------100--------1001.4511.701.70
40A3955928-38Bt11S--------------100--------1001.451
40A3956038-56Bt12S--------------100--------1001.4511.761.76
40A3956156-69Bt21S--------------100--------1001.451
40A3956269-99Bt22S--------------100--------1001.451
40A3956369-99C1S--------------100--------1001.4511.761.76
40A3956499-127C2S--------------100--------1001.451

1The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.


*** Supplementary Characterization Data ***
Pedon ID: S1960IN055002( Greene, Indiana )Print Date: Nov 21 2024 11:44AM
Sampled As:Mcgary
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5264

Tier 3-51--52--53--54--55--56--57--58--59--60--61--62--63--64--65--66--67--68--69--70--71--72--73--74--75-
 
(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)C(- - - - - - - Ratios To Clay - - - - - -)(- - Linear Extensiblity - -)(- - WRD - -)
Whole Soil (mm) At 33 kPa/N<2 mm FractionWhole Soil<2 mmWhole<2
>225025075752052-.05-LTPoresRatFineCEC1500LEP33 kPato %Soilmm
Depth-UP-75-2-20-5-2<2.05.002.002DF-ioClaySumNH4-kPa331500Oven1500Oven
Layer(cm)HorzPrep(----------------------------- % of Whole Soil ---------------------------)CatsOACH2OkPakPa-drykPa-dry(---in3/in3---)
 
40A395580-28ApS--------------10023913450.790.410.050
40A3955928-38Bt11S--------------10012627450.710.41
40A3956038-56Bt12S--------------10012826450.410.120
40A3956156-69Bt21S--------------10012826450.40
40A3956269-99Bt22S--------------10013024450.41
40A3956369-99C1S--------------10013221450.400.040
40A3956499-127C2S--------------10022924450.38

Tier 4-76--77--78--79--80--81--82--83--84--85--86--87--88--89--90--91--92--93--94--95--96--97--98-
 
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)TextPSDA (mm)pHElect.Part-
(--------------- Whole Soil ---------------)(------------------- <2 mm Fraction -------------------)-ureSandSiltClayCaRes-Con--icle
>275202-.05-<(------------- Sands -------------)(--- Silts ---)Clby2-.05-<Cl2ist.ductDen-
Depth-20-2.05.002.002VCCMFVFCFayPSDA.05.002.002.01MohmsdS m-1sity
Layer(cm)HorzPrep(- % of >2 mm Sand and Silt -)(------------------% of Sand and Silt -------------)<2 mm(---- % of 2 mm ----)(-------- <2 mm --------)g cm-3
3A1a1a3A1a1a3A1a1a3A1a1a
 
40A395580-28ApS6943112111256931sil4.572.123.4
40A3955928-38Bt11S397101trtr122670101sic1.748.150.2
40A3956038-56Bt12S29889trtr11178089sic1.251.647.2
40A3956156-69Bt21S29893trtrtr11128693sic1.150.748.2
40A3956269-99Bt22S39780trtrtr11168280sic1.454.344.3
40A3956369-99C1S4966411tr11128464sicl2.258.938.9
40A3956499-127C2S6947921111118479sic3.152.844.1
NSSC SSL Report Creation