*** Supplementary Characterization Data ***
Pedon ID: 1960PA037019( Columbia, Pennsylvania )Print Date: Nov 21 2024 11:42AM

Sampled as on Nov 20, 1960:Wellsboro
Revised to correlated on May 5, 2012:Wellsboro ; Coarse-loamy, mixed Typic Fragiochrepts
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID300   Lat: 41° 16' 17.00" north  Long: 76° 21' 22.00" west  MLRA: 140Department of Crop and Soil Sciences
-Pedon No. 60PA037019452 ASI Building
-General Methods 1B1A, 2A1, 2BUniversity Park, PA 16802-3504
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
 
PSU022510-18ApS1.471
PSU0225218-28Bw1S1.591
PSU0225328-46Bw2S1.761
PSU0225446-56Bw3S1.931
PSU0225556-79Bx1S1.931
PSU0225679-107Bx2S2.081
PSU02257107-132Bx3S2.201

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.
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---)
 
PSU022510-18ApS7120.730.510.220.23
PSU0225218-28Bw1S360.430.440.200.20
PSU0225328-46Bw2S90.410.460.200.22
PSU0225446-56Bw3S190.470.470.180.22
PSU0225556-79Bx1S240.400.380.180.23
PSU0225679-107Bx2S320.480.370.080.12
PSU02257107-132Bx3S500.380.350.070.14
PSU02258132-160CS0.400.34


*** Supplementary Characterization Data ***
Pedon ID: 1960PA037019( Columbia, Pennsylvania )Print Date: Nov 21 2024 11:42AM
Sampled As:Wellsboro
PSU Soil Characterization Laboratory;Pedon No.  60PA037019
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
3A1a1a
 
PSU022510-18ApSL35.848.016.2
PSU0225218-28Bw1SL36.245.518.3
PSU0225328-46Bw2SL43.142.914.0
PSU0225446-56Bw3SL48.241.810.0
PSU0225556-79Bx1SFSL54.735.69.7
PSU0225679-107Bx2SFSL54.035.210.8
PSU02257107-132Bx3SL49.336.813.9
PSU02258132-160CSL51.435.213.4
NSSC SSL Report Creation