*** Supplementary Characterization Data ***
Pedon ID: S1988IN119035( Owen, Indiana )Print Date: Dec 11 2024 3:31PM

Sampled as on Sep 20, 1988:Stendal ; Fine-silty, mixed Aeric Fluvaquents
Revised to SSL:(unnamed) ; Coarse-silty, mixed, mesic Aeric Endoaquent
United States Department of Agriculture
SSL-ProjectRP93IN136   OWEN COUNTYNatural Resources Conservation Service
-Site IDS1988IN119035   Lat: 39° 14' 55.00" north  Long: 87° 0' 49.99" west  MLRA: 114National Soil Survey Center
-Pedon No. 93P0491Soil 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
 
93P036410-20ApS100100100100100100999897794421698979583740.030.0240.00312.70.9
93P0364220-33C1S1001001001001001001009997794422799989683740.030.0240.00213.50.9
93P0364333-56C2S1001001001001001001009998825125899989685780.030.0190.00212.20.7
93P0364456-74C3S1001001001001001001001009883522710100999686790.030.0180.00213.00.7
93P0364574-86C3S1001001001001001001001009884542710100999687800.020.0160.00212.00.7
93P0364686-119C4S1001001001001001009999978252271199989585780.030.0180.00215.20.7
93P03647119-203C5S10010010010010010010099966641251599979170600.050.0310.00153.71.3

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
 
93P036410-20ApS2----2--11982--11981.461
93P0364220-33C1S1----1--tr1991--tr1991.461
93P0364333-56C2S1----1--tr1991--tr1991.461
93P0364456-74C3Str--------trtr100----trtr1001.451
93P0364574-86C3Str--------trtr100----trtr1001.461
93P0364686-119C4S1----1--1tr991--1tr991.461
93P03647119-203C5S1----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.


*** Supplementary Characterization Data ***
Pedon ID: S1988IN119035( Owen, Indiana )Print Date: Dec 11 2024 3:31PM
Sampled As:StendalFine-silty, mixed Aeric Fluvaquents
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  93P0491

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
 
93P036410-20ApS1----1--119914383451.340.66
93P0364220-33C1S1----1--tr19914374451.040.51
93P0364333-56C2S1----1--tr19912394450.790.51
93P0364456-74C3Str--------trtr10011385450.700.48
93P0364574-86C3Str--------trtr10011395450.740.59
93P0364686-119C4S1----1--1tr9912376450.680.52
93P03647119-203C5S1----1--tr19921258450.810.56

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
 
93P036410-20ApS22226726tr12131033416sil24.869.45.85.6
93P0364220-33C1S11127728tr13141032418sil25.167.77.25.6
93P0364333-56C2S11123769tr1311830479sil21.170.98.04.2
93P0364456-74C3S237711tr13118304711sil21.169.19.84.1
93P0364574-86C3S227811tr13108285011sil19.970.59.64.1
93P0364686-119C4S111247512113128294712sil21.567.810.74.1
93P03647119-203C5S1114553181272611233118l39.045.715.34.3
NSSC SSL Report Creation