*** Supplementary Characterization Data ***
Pedon ID: 90IN119013( Owen, Indiana )Print Date: Dec 4 2024 2:51AM

Sampled as on Aug 30, 1990:Markland ; Fine, mixed Typic Hapludalfs
Revised to :
United States Department of Agriculture
SSL-ProjectCP91IN109   OWEN COUNTYNatural Resources Conservation Service
-Site IDS1990IN119013   Lat: 39° 10' 50.01" north  Long: 86° 54' 40.00" west  MLRA: 114National Soil Survey Center
-Pedon No. 91P0433Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska 68508-3866

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
 
91P0247291-152CS1001001001001001001009999989467499999999898--0.002--10.90.6

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
3B13B13B1
 
91P024670-20ApS--trtr
91P0246820-36Bt1S------
91P0246936-58Bt2S----tr
91P0247058-71Bt3S------
91P0247171-91BCtS------
91P0247291-152CS1----1--tr1991--tr1991.461

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.
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---)
8D1
 
91P024670-20ApS0.52
91P0246820-36Bt1S0.42
91P0246936-58Bt2S0.41
91P0247058-71Bt3S0.41
91P0247171-91BCtS0.41
91P0247291-152CS1----1--tr1992727450.41


*** Supplementary Characterization Data ***
Pedon ID: 90IN119013( Owen, Indiana )Print Date: Dec 4 2024 2:51AM
Sampled As:MarklandFine, mixed Typic Hapludalfs
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  91P0433

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
91P024670-20ApSsil19.861.618.64.9
91P0246820-36Bt1Ssic11.544.943.64.8
91P0246936-58Bt2Ssic6.344.249.54.6
91P0247058-71Bt3Ssic3.844.152.15.2
91P0247171-91BCtSsic2.345.752.06.7
91P0247291-152CS22229697trtrtrtr189099sic0.949.449.77.4
NSSC SSL Report Creation