*** Supplementary Characterization Data ***
Pedon ID: 1960PA091009( Montgomery, Pennsylvania )Print Date: Dec 17 2024 11:27PM

Sampled as on Jun 1, 1960:Readington
Revised to correlated on Dec 9, 2014:Abbottstown ; Fine-loamy, mixed, mesic Aeric Fragiaqualfs
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID615   Lat: 40° 18' 3.00" north  Long: 75° 32' 59.00" west  MLRA: 148Department of Crop and Soil Sciences
-Pedon No. 60PA091009452 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
 
PSU047310-23ApS1.391
PSU0473223-30Bt1S1.481
PSU0473330-41BtgS1.701
PSU0473441-58Btgx1S1.851
PSU0473558-69Btgx2S1.911
PSU0473669-97Btgx3S1.851

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---)
 
PSU047310-23ApS2100.840.500.210.22
PSU0473223-30Bt1S1120.550.410.180.18
PSU0473330-41BtgS70.660.440.160.17
PSU0473441-58Btgx1S120.810.490.140.15
PSU0473558-69Btgx2S120.900.510.120.13
PSU0473669-97Btgx3S130.940.550.100.12
PSU0473797-112CgS0.940.55
PSU04738112-127RS--


*** Supplementary Characterization Data ***
Pedon ID: 1960PA091009( Montgomery, Pennsylvania )Print Date: Dec 17 2024 11:27PM
Sampled As:Readington
PSU Soil Characterization Laboratory;Pedon No.  60PA091009
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
 
PSU047310-23ApSSIL12.470.916.7
PSU0473223-30Bt1SSICL5.066.328.7
PSU0473330-41BtgSSIL9.964.625.5
PSU0473441-58Btgx1SSIL13.964.721.4
PSU0473558-69Btgx2SSIL23.358.118.6
PSU0473669-97Btgx3SL39.044.216.8
PSU0473797-112CgSL37.145.917.0
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