*** Supplementary Characterization Data ***
Pedon ID: 1959PA077005( Lehigh, Pennsylvania )Print Date: Nov 14 2024 8:16AM

Sampled as on Jul 12, 1959:Washington
Revised to correlated:Washington ; Fine-loamy, mixed Ultic Hapludalfs
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID1959PA077005   Lat: 40° 38' 48.00" north  Long: 75° 35' 39.00" west  MLRA: 147Department of Crop and Soil Sciences
-Pedon No. 59PA077005452 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
 
PSU039680-20ApS1.991
PSU0396920-38BAS1.901

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---)
 
PSU039680-20ApS49130.730.460.090.15
PSU0396920-38BAS4090.430.510.090.12
PSU0397038-56Bt1S50.270.38
PSU0397156-66Bt2S30.240.42
PSU0397266-91BC1S0.220.41
PSU0397391-114BC2S0.210.43
PSU03974114-127CS0.280.50


*** Supplementary Characterization Data ***
Pedon ID: 1959PA077005( Lehigh, Pennsylvania )Print Date: Nov 14 2024 8:16AM
Sampled As:Washington
PSU Soil Characterization Laboratory;Pedon No.  59PA077005

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
 
PSU039680-20ApSL30.945.124.0
PSU0396920-38BASSIL30.850.219.0
PSU0397038-56Bt1Scl34.138.927.0
PSU0397156-66Bt2SCL43.222.434.4
PSU0397266-91BC1SCL34.126.039.9
PSU0397391-114BC2SC36.022.341.7
PSU03974114-127CSSL61.518.719.8
NSSC SSL Report Creation