*** Andic Soil Properties Data ***
Pedon ID: 1998MO119183( McDonald, Missouri )Print Date: May 15 2024 9:24AM

Sampled as on Jan 28, 1998:Clarksville ; Loamy-skeletal, siliceous, semiactive, mesic Typic Paleudults
Revised to correlated:Clarksville ; Loamy-skeletal, siliceous, semiactive, mesic Typic Paleudults
State of Missouri
SSL-ProjectMO201001   University of Missouri Project 1University of Missouri
-Site ID1998MO119183   Lat: 36° 4421.88" north  Long: 94° 614.30" west  MLRA: 116BCollege of Engineering
-Pedon No. M9811915Soil Characterization Laboratory
-General Methods 1B1A, 2A1, 2BColumbia, Missouri 65211

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(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
3A1a1a
 
MU0126940-15AS11.5
MU01269515-46ES16.3
MU01269646-69Bt1S24.3
MU01269769-1122Bt2S45.9
MU012698112-1603Bt3S61.5
MU012699160-2033Bt4S54.0

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 )
8C1a6A2d6G9c
 
MU0126940-15AS4.81.001.1
MU01269515-46ES5.10.400.9
MU01269646-69Bt1S4.90.203.5
MU01269769-1122Bt2S4.80.106.3
MU012698112-1603Bt3S4.70.106.4
MU012699160-2033Bt4S4.70.104.4
NSSC SSL Report Creation