*** Supplementary Characterization Data ***
Pedon ID: S2004PA061002( Huntingdon, Pennsylvania )Print Date: Nov 26 2024 11:20PM

Sampled as on Aug 31, 2004:Rushtown
Revised to :
United States Department of Agriculture
SSL-ProjectC2005USPA067   Shale Hills Water Shed Hydropedologic ProjectNatural Resources Conservation Service
-Site IDS2004PA061002   Lat: 40° 39' 53.80" north  Long: 77° 54' 16.90" westNational Soil Survey Center
-Pedon No. 05N0346Kellogg Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska 68508-3866
Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21--22--23--24--25-
 
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)( Atter- )( Gradation )
Percentage Passing SieveUSDA Less Than Diameters (mm) at bergUni-Cur-
Depth323/213/43/84104020020521..5.25.10.05605010LLPIfmtyvtur
Layer(cm)HorzPrep(-------------------Inches-------------------)(---------Number---------)(------Microns----)(---------Millimeter----------)(-----Percentile---)(----%----)CUCC
 
05N019630-5OeS100100100100100999889
05N019645-11AS100100100100100969166595752332163595857560.590.0170.001>100tr
05N0196511-17BCS100100100100100979461525146301957535151501.660.0470.001>100tr
05N0196617-26Bw1S100100100100100999772636056352168646161600.060.0130.001>1000.4
05N0196726-38Bw2S100100100100100989671615956362267616059590.300.0130.001>1000.1
05N0196838-50Bw3S100100100100100989662525148312055525151511.620.0410.001>100tr
05N0196960-362CS100100100100100958940242220141027242322222.832.3810.002>100246.5
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
 
05N019630-5OeS1111--298911--2989
05N019645-11AS3434tr9256634tr925661.7212.073
05N0196511-17BCS3939--6336139--633611.7612.103
05N0196617-26Bw1S2828--3257228--325721.6712.043
05N0196726-38Bw2S2929--4257129--425711.6712.043
05N0196838-50Bw3S3838--4346238--434621.7512.093
05N0196960-362CS6060--11494060--1149402.0012.253

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.
3The saturated 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.


*** Supplementary Characterization Data ***
Pedon ID: S2004PA061002( Huntingdon, Pennsylvania )Print Date: Nov 26 2024 11:20PM
Sampled As:Rushtown
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  05N0346
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---)
 
05N019630-5OeS6----6--159416
05N019645-11AS23----22tr6167762313131.010.31
05N0196511-17BCS26----26--422747211240.540.31
05N0196617-26Bw1S18----18--2168282413120.760.34
05N0196726-38Bw2S18----18--316828231480.620.32
05N0196838-50Bw3S25----25--3237582113100.550.25
05N0196960-362CS46----45--83754138810.560.27
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
3A1a1a4C1a2a
 
05N019630-5OeS3.9
05N019645-11AS4343431245277931297047sicl14.453.831.83.4
05N0196511-17BCS48484813392391131196545sicl17.651.530.93.5
05N0196617-26Bw1S3636361549278851176942sicl16.953.429.73.4
05N0196726-38Bw2S37373715472891121tr67045sicl16.852.131.13.6
05N0196838-50Bw3S47474714392415721176646sicl18.350.131.63.5
05N0196960-362CS676767201311421152153434l45.828.725.53.7
NSSC SSL Report Creation