*** Supplementary Characterization Data ***
Pedon ID: S1994IN039010( Elkhart, Indiana )Print Date: Nov 23 2024 11:17PM

Sampled as on Oct 31, 1994:Granby ; Sandy, mixed, mesic Typic Endoaquoll
Revised to correlated on Jul 14, 2007:Granby ; Sandy, mixed, mesic Typic Endoaquolls
United States Department of Agriculture
SSL-ProjectCP95IN095   ELKHART COUNTYNatural Resources Conservation Service
-Site IDS1994IN039010   Lat: 41° 45' 16.00" north  Long: 85° 42' 13.01" west  MLRA: 98National Soil Survey Center
-Pedon No. 95P0252Soil 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
 
95P016210-25ApS1001001001001001001001007922169599904724200.310.2630.00651.08.5
95P0162225-43Bg/AS100100100100100100100100781684299894619130.310.2680.02811.22.4
95P0162343-69Bg1S100100100100100100100100748321999028960.360.3190.1033.51.8
95P0162469-91Bg2S100100100100100100100100741198798902912110.360.3180.03510.15.1
95P0162591-107Bg3S10010010010010099989673107659586341090.350.3100.0894.01.5
95P01626107-132Cg1S100100100100100100100100857432999554860.280.2310.1042.70.8
95P01627132-203Cg2S1001001009999999896206432842312660.760.6780.1914.02.0
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
 
95P016210-25ApStr--------trtr100----trtr1001.461
95P0162225-43Bg/AStr------trtrtr100--trtrtr1001.461
95P0162343-69Bg1Str----------tr100----trtr1001.451
95P0162469-91Bg2Str--------trtr100----trtr1001.461
95P0162591-107Bg3S4----4tr22964tr22961.481
95P01626107-132Cg1Str----------tr100------tr1001.451
95P01627132-203Cg2S4----4112964112961.481

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: S1994IN039010( Elkhart, Indiana )Print Date: Nov 23 2024 11:17PM
Sampled As:GranbySandy, mixed, mesic Typic Endoaquoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  95P0252
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
 
95P016210-25ApStr--------trtr100448345133.120.94
95P0162225-43Bg/AStr------trtrtr100486145151.500.83
95P0162343-69Bg1Str----------tr10051345111.29
95P0162469-91Bg2Str--------trtr100492445120.810.40
95P0162591-107Bg3S2----2tr1198482344180.920.40
95P01626107-132Cg1Str----------tr1005221451.330.61
95P01627132-203Cg2S2----2111985021441.760.67
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
 
95P016210-25ApS85155110452454115ls80.314.75.04.8
95P0162225-43Bg/AS8911211044276472s87.310.91.85.1
95P0162343-69Bg1S95511962194321s94.44.90.75.1
95P0162469-91Bg2S96472965181227s89.43.86.84.8
95P0162591-107Bg3S444924511057262225s91.04.05.05.1
95P01626107-132Cg1S96421442473222s94.53.71.85.1
95P01627132-203Cg2S443924212651261222cos94.03.92.14.8
NSSC SSL Report Creation