*** Andic Soil Properties Data ***
Pedon ID: S1995IN039003( Elkhart, Indiana )Print Date: Dec 18 2024 1:43AM

Sampled as on Mar 18, 1995:Gravelton ; Sandy, mixed, nonacid, mesic Fluvaquentic Endoaquolls
Revised to correlated on Aug 1, 2000:(unnamed) ; Fine-loamy over sandy or sandy-skeletal, mixed, active, calcareous, mesic Fluvaquentic Endoaquoll
United States Department of Agriculture
SSL-ProjectRP96IN097   ELKHART COUNTYNatural Resources Conservation Service
-Site IDS1995IN039003   Lat: 41° 3445.00" north  Long: 85° 5027.01" west  MLRA: 98National Soil Survey Center
-Pedon No. 96P0195Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska 68508-3866

Andic Soil Properties Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21-
 
TotalFineCaCO3CoSi toEst.1-75Vol >2mmBulkCOLEAl+½FeAl+½Fe
ClayClayClayVCoSClayFraction% of(- - - - 1500 kPa - - - -)DensityWhole(- - - - - - - - - - Glass Content - - - - - - - - - -)*15.625*60.0
Depth<.002<.0002<.002.02 - 2ContentWhole Soilair-dryfield moist/Clay33 kPaSoilcsivfsfsmscsvcsWt Avg+Glass+Glass
Layer(cm)HorzPrep(- - - - - - - - - - - % of <2 mm - - - - - - - - -)% of <75 mm(- - - - - - - - % - - - - - - -)g cm-3cm cm-1(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
3A1a1a3C2a1a8D1
 
96P015360-28AS25.027--20.00.80
96P0153728-41BgS20.429--14.40.71
96P0153841-582C1S3.986tr2.70.69
96P0153958-913C2S2.79221.20.44
96P0154091-1224C3S1.396251.20.92
96P01541122-2035CgS2.795341.60.59

Andic Soil Properties Tier 2-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19-
 
CO3Al+8*SiOpticalKClNH4OACSum(- Base Sat -)
pHpHOrgTotasNZ½Fe8*Si2*Fe+2*FeDensityExtrSumBases+NH4OACSum ofMelanic(- Atterberg -)
DepthH2ONaFCCCaCO3P RetOxalOxalOxalOxalOxalAlBasesExtr AlpH 7.0CationsIndexLLPI
Layer(cm)HorzPrep(- - - - - - - - - - - - - - - - - - - - - - - % wt - - - - - - - - - - - - - - - - - -)cmol(+) kg-1(- meq 100g-1 -)(- - - - % - - - - -)( % <0.4mm )
4C1a2a6A1c6E1g
 
96P015360-28AS7.04.626
96P0153728-41BgS7.82.337
96P0153841-582C1S8.10.388
96P0153958-913C2S8.20.189
96P0154091-1224C3S8.20.1315
96P01541122-2035CgS8.10.2019
NSSC SSL Report Creation