*** Supplementary Characterization Data ***
Pedon ID: 1958PA063001( Indiana, Pennsylvania )Print Date: Sep 24 2024 1:26AM

Sampled as on Apr 13, 1958:Ernest
Revised to correlated on May 5, 2012:Ernest ; Fine-loamy, mixed, superactive, mesic Aquic Fragiudults
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID412   Lat: 40° 47' 17.00" north  Long: 79° 3' 30.00" west  MLRA: 126Department of Crop and Soil Sciences
-Pedon No. 58PA063001452 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
 
PSU031300-5AS0.991
PSU031315-13ES1.421
PSU0313213-20AES1.461
PSU0313320-28BAS1.501
PSU0313428-43Btg1S1.551
PSU0313543-48Btg2S1.571
PSU0313648-56Bx1S1.641
PSU0313756-66Bx2S1.691
PSU0313866-81BCgS1.701

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---)
 
PSU031300-5AS1121.200.89
PSU031315-13ES191.060.58
PSU0313213-20AEStr70.670.47
PSU0313320-28BAS140.530.40
PSU0313428-43Btg1Str40.510.41
PSU0313543-48Btg2Str0.540.41
PSU0313648-56Bx1S10.560.40
PSU0313756-66Bx2S10.640.45
PSU0313866-81BCgS20.700.45
PSU0313981-101CS--


*** Supplementary Characterization Data ***
Pedon ID: 1958PA063001( Indiana, Pennsylvania )Print Date: Sep 24 2024 1:26AM
Sampled As:Ernest
PSU Soil Characterization Laboratory;Pedon No.  58PA063001
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
 
PSU031300-5ASSIL11.171.717.2
PSU031315-13ESSIL12.472.615.0
PSU0313213-20AESSIL10.765.523.8
PSU0313320-28BASSICL9.354.436.3
PSU0313428-43Btg1SSICL8.953.437.7
PSU0313543-48Btg2SSICL8.755.535.8
PSU0313648-56Bx1SSICL8.457.034.6
PSU0313756-66Bx2SSICL8.661.729.7
PSU0313866-81BCgSSIL11.263.025.8
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