*** Supplementary Characterization Data ***
Pedon ID: 1958PA035002( Clinton, Pennsylvania )Print Date: May 17 2024 6:27AM

Sampled as on Apr 19, 1958:Ashton
Revised to correlated:Linden ; Fine-silty, mixed Mollic Hapludalfs
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID1958PA035002   Lat: 41° 8' 56.00" north  Long: 77° 23' 6.00" west  MLRA: 147Department of Crop and Soil Sciences
-Pedon No. 58PA035002452 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
 
PSU019680-23ApS1.431
PSU0196923-33BAS1.461
PSU0197033-56Bw1S1.531
PSU0197156-76Bw2S1.501
PSU0197276-99Bw3S1.541
PSU0197399-122BCS1.591
PSU01974122-152C1S1.551

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---)
 
PSU019680-23ApS1121.240.600.210.21
PSU0196923-33BAS--70.620.530.180.18
PSU0197033-56Bw1S--50.500.530.150.15
PSU0197156-76Bw2S--40.500.500.150.15
PSU0197276-99Bw3S--40.580.500.200.20
PSU0197399-122BCS--50.990.550.210.21
PSU01974122-152C1S--71.840.730.230.23
PSU01975152-168C2S71.410.72


*** Supplementary Characterization Data ***
Pedon ID: 1958PA035002( Clinton, Pennsylvania )Print Date: May 17 2024 6:27AM
Sampled As:Ashton
PSU Soil Characterization Laboratory;Pedon No.  58PA035002
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
 
PSU019680-23ApSL49.040.410.6
PSU0196923-33BASSIL31.950.817.3
PSU0197033-56Bw1SSIL28.250.121.7
PSU0197156-76Bw2SSIL20.056.123.9
PSU0197276-99Bw3SSIL18.560.221.3
PSU0197399-122BCSSIL31.353.814.9
PSU01974122-152C1SVFSL66.126.67.3
PSU01975152-168C2Sfsl65.926.57.6
NSSC SSL Report Creation