*** Andic Soil Properties Data ***
Pedon ID: S1966OR035007( Klamath, Oregon )Print Date: Nov 26 2024 10:59PM

Sampled as on May 16, 1966:WOODCOCK
Revised to correlated:WOODCOCK ; Loamy-skeletal Argic Pachic Cryoborolls
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1966OR035007   Lat: 42° 1658.01" north  Long: 121° 455.99" westRiverside Soil Survey Laboratory
-Pedon No. 40A0842Soil 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(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
3A1a1a3C2a1a4A1f
 
40A063700-8A1S10.9413314.01.281.000.009
40A063718-20A2S11.0403312.41.131.070.008
40A0637220-38BS13.1404012.10.921.180.007
40A0637338-58Bt1S14.4494512.40.861.190.012
40A0637458-89Bt2S15.5464514.20.921.200.012
40A0637589-114Bt3S14.8482515.21.03

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 )
8C1a6A1a
 
40A063700-8A1S6.73.51
40A063718-20A2S6.61.81
40A0637220-38BS6.40.98
40A0637338-58Bt1S6.40.62
40A0637458-89Bt2S6.40.64
40A0637589-114Bt3S6.50.61
40A063760-20A1/A2S2.74
NSSC SSL Report Creation