*** Supplementary Characterization Data ***
Pedon ID: S1995IN039003( Elkhart, Indiana )Print Date: Dec 18 2024 2:26AM

Sampled as on Mar 18, 1995:Gravelton ; Sandy, mixed, nonacid, mesic Fluvaquentic Endoaquolls
Revised to correlated on Aug 1, 2000:(unnamed) ; Fine-loamy over sandy or sandy-skeletal, mixed, active, calcareous, mesic Fluvaquentic Endoaquoll
United States Department of Agriculture
SSL-ProjectRP96IN097   ELKHART COUNTYNatural Resources Conservation Service
-Site IDS1995IN039003   Lat: 41° 34' 45.00" north  Long: 85° 50' 27.01" west  MLRA: 98National Soil Survey Center
-Pedon No. 96P0195Soil 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
 
96P015360-28AS1001001001001001001001009767463325100999273590.050.0270.001>1000.5
96P0153728-41BgS1001001001001001001001009564402820100988871560.060.0350.00196.41.1
96P0153841-582C1S100100100100100100100100811275499915314100.290.2360.0515.61.5
96P0153958-913C2S1001001001001001009997727433958533860.360.3130.1083.31.3
96P0154091-1224C3S1001001009999908162334211534012431.700.8370.2038.40.4
96P01541122-2035CgS1001001009999857052254321443110542.921.6890.25411.50.3
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
 
96P015360-28AS--------------100--------1001.451
96P0153728-41BgS--------------100------tr1001.451
96P0153841-582C1Str----------tr100------tr1001.451
96P0153958-913C2S3----3--12973--12971.471
96P0154091-1224C3S38----3811819623811819621.741
96P01541122-2035CgS48----4812918524812918521.851

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.


*** Supplementary Characterization Data ***
Pedon ID: S1995IN039003( Elkhart, Indiana )Print Date: Dec 18 2024 2:26AM
Sampled As:GraveltonSandy, mixed, nonacid, mesic Fluvaquentic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  96P0195
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---)
8D1
 
96P015360-28AS--------------10023181445110.80
96P0153728-41BgS--------------1002420114590.71
96P0153841-582C1Str----------tr100493245100.69
96P0153958-913C2S2----2--119851214590.44
96P0154091-1224C3S25----25112137539213490.92
96P01541122-2035CgS34----34120136634213090.59
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
 
96P015360-28AS554533tr192519172833l41.233.825.07.0
96P0153728-41BgS554526tr3132118212426l43.636.020.47.5
96P0153841-582C1S94641840404334s90.16.03.97.6
96P0153958-913C2S333943321055272213s93.93.42.77.7
96P0154091-1224C3S3838375921142147131221cos94.93.81.37.7
96P01541122-2035CgS494948492116264292223cos92.64.72.77.7
NSSC SSL Report Creation