*** Supplementary Characterization Data ***
Pedon ID: S1991IN119040( Owen, Indiana )Print Date: Jun 1 2024 2:13PM

Sampled as on Oct 1, 1991:Wakeland ; Coarse-silty, mixed Aeric Fluvaquents
Revised to SSL:(unnamed) ; Fine-silty, mixed, mesic Aeric Endoaquent
United States Department of Agriculture
SSL-ProjectRP93IN136   OWEN COUNTYNatural Resources Conservation Service
-Site IDS1991IN119040   Lat: 39° 10' 55.00" north  Long: 86° 50' 28.00" west  MLRA: 114National Soil Survey Center
-Pedon No. 93P0496Soil 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
 
93P036680-20Ap1S100100100100100100100100100968046241001009998950.010.0060.00117.01.4
93P0366920-28Ap2S1001001001001001001001001009682472510010010098940.010.0060.00116.51.4
93P0367028-61Bw1S100100100100100100100100100947745241001009996920.010.0060.00117.91.4
93P0367161-81Bw2S100100100100100100100100100947643221001009996920.010.0070.00117.31.4
93P0367281-107C1S1001001001001001001001001009576432210010010097920.010.0070.00117.91.4
93P03673107-137C2S1001001001001001001001009889674124100989792850.010.0080.00125.91.1
93P03675137-168C3S1001001001001001001001009989664023100999893850.010.0080.00126.51.1

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
 
93P036680-20Ap1S--------------100--------1001.451
93P0366920-28Ap2S--------------100--------1001.451
93P0367028-61Bw1S--------------100--------1001.451
93P0367161-81Bw2S--------------100--------1001.451
93P0367281-107C1S--------------100--------1001.451
93P03673107-137C2S--------------100--------1001.451
93P03674127-0S------
93P03675137-168C3S--------------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: S1991IN119040( Owen, Indiana )Print Date: Jun 1 2024 2:13PM
Sampled As:WakelandCoarse-silty, mixed Aeric Fluvaquents
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  93P0496

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
 
93P036680-20Ap1S--------------10033913450.720.39
93P0366920-28Ap2S--------------10033814450.690.36
93P0367028-61Bw1S--------------10053713450.670.36
93P0367161-81Bw2S--------------10053812450.630.34
93P0367281-107C1S--------------10053812450.660.40
93P03673107-137C2S--------------10083313451.160.41
93P03675137-168C3S--------------10083413450.760.47

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
 
93P036680-20Ap1S79331trtr124207331sil5.370.923.85.3
93P0366920-28Ap2S79333tr134177533sil5.669.724.75.7
93P0367028-61Bw1S118931tr145197031sil8.468.123.55.9
93P0367161-81Bw2S118928trtr146197028sil8.470.021.66.0
93P0367281-107C1S118928tr46206928sil8.369.622.16.0
93P03673107-137C2S208031122610235731sil15.260.923.96.1
93P03675137-168C3S208030tr11810245630sil15.161.823.16.1
NSSC SSL Report Creation