*** Supplementary Characterization Data ***
Pedon ID: S1959PA077014( Lehigh, Pennsylvania )Print Date: Nov 21 2024 11:08AM

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 ID517   Lat: 40° 30' 35.00" north  Long: 75° 27' 32.00" west  MLRA: 148Department of Crop and Soil Sciences
-Pedon No. 59PA077014452 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
 
PSU040360-33ApS1.581
PSU0403733-46BAS1.621
PSU0403846-58Bt1S1.681
PSU0403958-74Bt2S1.811
PSU0404074-91Bt3S1.691
PSU0404191-102Bt4S1.781
PSU04042102-124BCS1.901

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---)
 
PSU040360-33ApS1781.150.650.110.12
PSU0403733-46BAS15100.690.560.090.10
PSU0403846-58Bt1S16120.600.540.100.11
PSU0403958-74Bt2S1980.700.620.080.09
PSU0404074-91Bt3S1540.930.700.110.12
PSU0404191-102Bt4S22180.900.660.100.12
PSU04042102-124BCS321.120.800.080.11
PSU04043124-137CS1.150.69


*** Supplementary Characterization Data ***
Pedon ID: S1959PA077014( Lehigh, Pennsylvania )Print Date: Nov 21 2024 11:08AM
Sampled As:Annandale
PSU Soil Characterization Laboratory;Pedon No.  59PA077014
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
 
PSU040360-33ApSSIL34.052.413.6
PSU0403733-46BASSIL28.754.317.0
PSU0403846-58Bt1SSIL27.750.821.5
PSU0403958-74Bt2SL36.841.222.0
PSU0404074-91Bt3SL41.838.319.9
PSU0404191-102Bt4SL44.336.419.3
PSU04042102-124BCSL51.132.016.9
PSU04043124-137CSSL58.026.315.7
NSSC SSL Report Creation