*** Supplementary Characterization Data ***
Pedon ID: 1958PA035016( Clinton, Pennsylvania )Print Date: Nov 23 2024 9:17PM

Sampled as on Sep 30, 1958:Mench
Revised to correlated:Meckesville ; Fine-loamy, mixed Typic Fragiudults
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID274   Lat: 41° 10' 19.00" north  Long: 77° 29' 16.00" west  MLRA: 127Department of Crop and Soil Sciences
-Pedon No. 58PA035016452 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
 
PSU020698-16ES1.271
PSU0207016-28EBS1.521
PSU0207128-44BES1.851
PSU0207244-67Bt1S1.971
PSU0207367-94Bt2S1.861
PSU0207494-117BCS2.011

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---)
 
PSU020660-2OiS--
PSU020672-3OaS--
PSU020683-8AS28
PSU020698-16ES2131.180.550.160.16
PSU0207016-28EBS12100.550.450.140.15
PSU0207128-44BES21160.460.470.100.12
PSU0207244-67Bt1S3180.430.490.070.10
PSU0207367-94Bt2S2050.550.480.080.10
PSU0207494-117BCS3310.380.420.050.07
PSU02075117-133CStr0.370.39


*** Supplementary Characterization Data ***
Pedon ID: 1958PA035016( Clinton, Pennsylvania )Print Date: Nov 23 2024 9:17PM
Sampled As:Mench
PSU Soil Characterization Laboratory;Pedon No.  58PA035016
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
 
PSU020698-16ESSIL17.669.413.0
PSU0207016-28EBSSIL16.165.818.1
PSU0207128-44BESSIL15.262.921.9
PSU0207244-67Bt1SSIL22.951.825.3
PSU0207367-94Bt2SL43.734.621.7
PSU0207494-117BCSL44.828.326.9
PSU02075117-133CSCL34.736.928.4
NSSC SSL Report Creation