*** Supplementary Characterization Data ***
Pedon ID: S1959PA077013( Lehigh, Pennsylvania )Print Date: Nov 21 2024 11:35AM

Sampled as on Jul 15, 1959:Annandale
Revised to correlated on May 5, 2012:Gladstone ; Fine-loamy, mixed, mesic Typic Hapludults
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID516   Lat: 40° 28' 37.00" north  Long: 75° 29' 47.00" west  MLRA: 148Department of Crop and Soil Sciences
-Pedon No. 59PA077013452 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
 
PSU040290-25ApS1.571
PSU0403025-36ABS1.671
PSU0403136-51Bt1S1.811
PSU0403251-66Bt2S1.841
PSU0403366-91Bt3S1.891
PSU0403491-104BCS1.771

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---)
 
PSU040290-25ApS16131.060.580.090.09
PSU0403025-36ABS17120.670.470.100.11
PSU0403136-51Bt1S2470.740.630.100.13
PSU0403251-66Bt2S22111.210.790.120.15
PSU0403366-91Bt3S231.260.870.110.13
PSU0403491-104BCS171.170.800.160.18
PSU04035104-127CS1.290.71


*** Supplementary Characterization Data ***
Pedon ID: S1959PA077013( Lehigh, Pennsylvania )Print Date: Nov 21 2024 11:35AM
Sampled As:Annandale
PSU Soil Characterization Laboratory;Pedon No.  59PA077013
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
 
PSU040290-25ApSSIL9.876.014.2
PSU0403025-36ABSL34.045.420.6
PSU0403136-51Bt1SL34.946.818.3
PSU0403251-66Bt2SL44.042.513.5
PSU0403366-91Bt3SL45.942.811.3
PSU0403491-104BCSCOSL56.631.412.0
PSU04035104-127CSCOSL68.423.08.6
NSSC SSL Report Creation