*** Supplementary Characterization Data ***
Pedon ID: 1959PA035019( Clinton, Pennsylvania )Print Date: Nov 21 2024 1:05PM

Sampled as on May 5, 1959:Murrill
Revised to correlated:Murrill ; Fine-loamy, mixed Typic Hapludults
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID1959PA035019   Lat: 40° 59' 24.00" north  Long: 77° 25' 33.00" west  MLRA: 147Department of Crop and Soil Sciences
-Pedon No. 59PA035019452 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
 
PSU020950-25ApS1.481
PSU0209625-36BAS1.761
PSU0209736-53Bt1S2.001
PSU0209853-89Bt2S1.961
PSU0209989-112Bt3S1.901
PSU02100112-157BCS2.011

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---)
 
PSU020950-25ApS890.910.510.200.21
PSU0209625-36BAS2130.450.440.100.12
PSU0209736-53Bt1S3520.460.450.040.06
PSU0209853-89Bt2S3210.500.410.050.08
PSU0209989-112Bt3S2510.470.390.070.09
PSU02100112-157BCS2910.430.400.050.06
PSU02101157-173CS0.420.40


*** Supplementary Characterization Data ***
Pedon ID: 1959PA035019( Clinton, Pennsylvania )Print Date: Nov 21 2024 1:05PM
Sampled As:Murrill
PSU Soil Characterization Laboratory;Pedon No.  59PA035019

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
 
PSU020950-25ApSSIL21.760.717.6
PSU0209625-36BASCL23.348.328.4
PSU0209736-53Bt1SCL24.540.235.3
PSU0209853-89Bt2SCL21.939.338.8
PSU0209989-112Bt3SC21.137.741.2
PSU02100112-157BCSCL31.438.230.4
PSU02101157-173CSCL29.434.835.8
NSSC SSL Report Creation