*** Andic Soil Properties Data ***
Pedon ID: S1959OR019005( Douglas, Oregon )Print Date: Feb 16 2025 5:47AM

Sampled as on Jul 15, 1959:TALLOW
Revised to correlated:Gustin ; Fine, mixed, superactive, mesic Aquultic Hapludalfs
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1959OR019005   Lat: 43° 140.00" north  Long: 122° 408.01" west  MLRA: 3Riverside Soil Survey Laboratory
-Pedon No. 40A0858Soil Laboratory
-General Methods 1B1A, 2A1, 2BRiverside, California

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(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
3A1a1a3C2a1a
 
40A064840-13A1S16.230--15.30.94
40A0648513-25A2S19.429--14.90.77
40A0648625-43B1S31.920--17.90.56
40A0648743-58B21S40.316--20.10.50
40A0648858-94B22S51.613--25.00.48
40A0648994-135B3S41.119--23.10.56
40A06490135-168CS26.034--19.40.75

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 )
NK6A1a
 
40A064840-13A1S5.93.92
40A0648513-25A2S5.61.87
40A0648625-43B1S5.00.57
40A0648743-58B21S4.80.41
40A0648858-94B22S4.30.22
40A0648994-135B3S4.20.10
40A06490135-168CS4.90.07
NSSC SSL Report Creation