*** Supplementary Characterization Data ***
Pedon ID: 1959PA077008( Lehigh, Pennsylvania )Print Date: Dec 11 2024 3:22PM

Sampled as on Jul 13, 1959:Ryder
Revised to correlated on Mar 17, 2015:Duffield ; Fine-loamy, mixed, mesic Ultic Hapludalfs
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID1959PA077008   Lat: 40° 34' 38.00" north  Long: 75° 37' 30.00" west  MLRA: 147Department of Crop and Soil Sciences
-Pedon No. 59PA077008452 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
 
PSU039840-25ApS1.121
PSU0398525-36ABS1.401
PSU0398636-51Bt1S1.371
PSU0398751-69Bt2S1.481
PSU0398869-84Bt3S1.321
PSU0398984-102Bt4S1.341
PSU03990102-119Bt5S1.621
PSU03991119-145BCS1.461
PSU03992145-168C1S1.471

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---)
 
PSU039840-25ApS1101.040.550.210.21
PSU0398525-36ABS230.430.380.210.21
PSU0398636-51Bt1S220.430.420.160.16
PSU0398751-69Bt2S220.490.460.180.18
PSU0398869-84Bt3S210.500.460.160.16
PSU0398984-102Bt4S110.630.490.160.16
PSU03990102-119Bt5S410.640.460.190.19
PSU03991119-145BCS20.710.440.200.21
PSU03992145-168C1S30.840.560.270.27
PSU03993168-183C2S0.740.56


*** Supplementary Characterization Data ***
Pedon ID: 1959PA077008( Lehigh, Pennsylvania )Print Date: Dec 11 2024 3:22PM
Sampled As:Ryder
PSU Soil Characterization Laboratory;Pedon No.  59PA077008
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
 
PSU039840-25ApSSIL9.369.421.3
PSU0398525-36ABSSICL7.264.927.9
PSU0398636-51Bt1SSICL6.862.930.3
PSU0398751-69Bt2SSIL8.265.026.8
PSU0398869-84Bt3SSIL8.565.526.0
PSU0398984-102Bt4SSIL8.767.923.4
PSU03990102-119Bt5SSIL11.065.024.0
PSU03991119-145BCSSIL22.656.920.5
PSU03992145-168C1SSIL25.358.216.5
PSU03993168-183C2SSIL12.267.220.6
NSSC SSL Report Creation