*** Supplementary Characterization Data ***
Pedon ID: 1959PA037003( Columbia, Pennsylvania )Print Date: Nov 21 2024 12:56PM

Sampled as on Aug 23, 1959:Comly
Revised to correlated:Watson ; Fine-loamy, mixed Typic Fragiudults
State of Pennsylvania
SSL-ProjectPSU201101   The Pennsylvania State University DataThe Pennsylvania State University
-Site ID1959PA037003   Lat: 41° 7' 6.00" north  Long: 76° 27' 21.00" west  MLRA: 147Department of Crop and Soil Sciences
-Pedon No. 59PA037003452 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
 
PSU021260-23ApS1.341
PSU0212723-36BAS1.651
PSU0212836-46Btg1S1.641
PSU0212946-56Btg2S1.811
PSU0213056-84Bgx1S2.031
PSU0213184-112Bgx2S2.031
PSU02132112-140Bgx3S2.111

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---)
 
PSU021260-23ApS4130.640.420.240.24
PSU0212723-36BAS1350.350.430.140.16
PSU0212836-46Btg1S1540.350.480.140.15
PSU0212946-56Btg2S2940.410.480.120.15
PSU0213056-84Bgx1S3720.900.770.090.14
PSU0213184-112Bgx2S3430.920.780.080.12
PSU02132112-140Bgx3S3920.650.550.070.10
PSU02133140-155BxS0.400.46


*** Supplementary Characterization Data ***
Pedon ID: 1959PA037003( Columbia, Pennsylvania )Print Date: Nov 21 2024 12:56PM
Sampled As:Comly
PSU Soil Characterization Laboratory;Pedon No.  59PA037003
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
 
PSU021260-23ApSSIL8.670.121.3
PSU0212723-36BASSICL5.163.331.6
PSU0212836-46Btg1SSICL4.059.636.4
PSU0212946-56Btg2SSICL8.255.636.2
PSU0213056-84Bgx1SSIL37.154.58.4
PSU0213184-112Bgx2SSIL38.953.27.9
PSU02132112-140Bgx3SSIL31.554.913.6
PSU02133140-155BxSSIL19.954.425.7
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