*** Supplementary Characterization Data ***
Pedon ID: S1995IN073002( Jasper, Indiana )Print Date: Dec 4 2024 3:32AM

Sampled as on Nov 4, 1995:Newton ; Sandy, mixed Typic Endoaquolls
Revised to correlated on Aug 1, 2000:(unnamed) ; Sandy, mixed, mesic Typic Humaquept
United States Department of Agriculture
SSL-ProjectCP96IN031   JASPER COUNTY IN-WETNatural Resources Conservation Service
-Site IDS1995IN073002   Lat: 41° 9' 19.00" north  Long: 86° 59' 11.00" west  MLRA: 98National Soil Survey Center
-Pedon No. 96P0065Soil 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
 
96P006820-12A1S10010010010010010010010092211285100997124170.200.1670.01117.85.6
96P0068312-27A2S1001001001001001001001009319964100997323150.200.1650.0248.52.9
96P0068427-44Bw1S1001001001001001001001009217743100997020130.210.1730.0346.12.0
96P0068544-78Bw2S1001001001001001001001009216643100997120110.200.1710.0405.11.8
96P0068678-93Bt1S1001001001001001001001009115766100996918120.210.1790.0365.92.0
96P0068793-110Bt2S100100100100100100100100891044410098631370.240.1980.0703.41.1
96P00688110-140Bg1S10010010010010010010010088922210098591260.250.2100.0803.21.0
96P00689140-170Bg2S10010010010010010010010089922210099621260.240.2020.0793.11.0
96P00690170-217CS100100100100100100100100941511110099782480.180.1560.0543.41.2

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
3B13B13B1
 
96P006812-0OiS------
96P006820-12A1S--------------100--------1001.4511.781.9031.781.9010.830.83
96P0068312-27A2S--------------100--------1001.4511.711.9031.711.9010.830.83
96P0068427-44Bw1S--------------100--------1001.4511.571.9031.561.9010.830.83
96P0068544-78Bw2S--------------100--------1001.4511.551.9031.551.9010.830.83
96P0068678-93Bt1S--------------100--------1001.4511.551.9031.541.9010.830.83
96P0068793-110Bt2S--------------100--------1001.4511.541.9031.531.9010.830.83
96P00688110-140Bg1S--------------100--------1001.4511.571.9031.561.9010.830.83
96P00689140-170Bg2S--------------100--------1001.4511.581.9031.591.9010.830.83
96P00690170-217CS--------------100--------1001.451

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: S1995IN073002( Jasper, Indiana )Print Date: Dec 4 2024 3:32AM
Sampled As:NewtonSandy, mixed Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  96P0065

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---)
8D14C1
 
96P006820-12A1S--------------10045731233194.941.980.19
96P0068312-27A2S--------------10046621926233.901.510.17
96P0068427-44Bw1S--------------100485233122542.581.000.07
96P0068544-78Bw2S--------------100484235101.640.760.06
96P0068678-93Bt1S--------------100483335101.540.610.04
96P0068793-110Bt2S--------------10051223691.240.550.05
96P00688110-140Bg1S--------------100522133122.730.640.09
96P00689140-170Bg2S--------------100522132132.190.670.12
96P00690170-217CS--------------1005041450.71

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
96P006812-0OiS4.0
96P006820-12A1S87135tr129507675ls83.012.24.83.6
96P0068312-27A2S88124tr127528654lfs84.911.23.93.8
96P0068427-44Bw1S90103tr130518643s87.59.43.14.5
96P0068544-78Bw2S9283129539623fs88.68.13.34.6
96P0068678-93Bt1S9466tr132547516fs88.46.05.64.6
96P0068793-110Bt2S9644tr23752644s92.83.43.84.6
96P00688110-140Bg1S973224048732s94.43.42.24.8
96P00689140-170Bg2S973223850732s94.53.42.17.0
96P00690170-217CS9371tr122541671fs91.96.71.47.8
NSSC SSL Report Creation