*** Supplementary Characterization Data ***
Pedon ID: S1993IN039015( Elkhart, Indiana )Print Date: May 20 2024 12:56AM

Sampled as on Nov 2, 1993:Coloma ; Mixed, mesic Argic Udipsamments
Revised to correlated on Mar 22, 2015:Coloma ; Mixed, mesic Lamellic Udipsamments
United States Department of Agriculture
SSL-ProjectRP94IN116   ELKHART COUNTYNatural Resources Conservation Service
-Site IDS1993IN039015   Lat: 41° 43' 43.00" north  Long: 85° 44' 1.99" west  MLRA: 98National Soil Survey Center
-Pedon No. 94P0312Soil 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
 
94P019540-30ApS10010010010010010010010083116549994501390.290.2520.0624.81.3
94P0195530-51E1S1001001001001001009998801386497904914100.300.2540.0407.51.9
94P0195651-69E2S100100100100100100999879117539689481290.310.2590.0634.91.3
94P0195769-94E3S100100100100100100999882104329792551360.270.2240.0753.71.0
94P0195894-119E4S100100100100100100100100881022210097621450.240.1990.0743.21.0
94P01959119-203E/BtS100100100100100100100100911022210099681450.220.1850.0752.91.1
94P01960119-203E/BtS100100100100100100100100911198810099691290.220.1830.0613.51.3

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
 
94P019540-30ApStr--------trtr100----trtr1001.461
94P0195530-51E1S2----2--11982--11981.461
94P0195651-69E2S2----2--11982--11981.461
94P0195769-94E3S2----2--11982--11981.461
94P0195894-119E4Str--------trtr100----trtr1001.461
94P01959119-203E/BtStr--------trtr100----trtr1001.451
94P01960119-203E/BtStr----------tr100------tr1001.451

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.


*** Supplementary Characterization Data ***
Pedon ID: S1993IN039015( Elkhart, Indiana )Print Date: May 20 2024 12:56AM
Sampled As:ColomaMixed, mesic Argic Udipsamments
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  94P0312

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
 
94P019540-30ApStr--------trtr100503245110.920.38
94P0195530-51E1S1----1--119949424540.600.36
94P0195651-69E2S1----1--119949324530.430.43
94P0195769-94E3S1----1--119950214520.560.48
94P0195894-119E4Str--------trtr10053114520.530.26
94P01959119-203E/BtStr--------trtr1005221450.440.19
94P01960119-203E/BtStr----------tr100504450.430.40

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
 
94P019540-30ApS95541646384234s91.25.13.76.2
94P0195530-51E1S22291741744374254s89.36.54.26.6
94P0195651-69E2S22292642744384244s90.95.63.56.4
94P0195769-94E3S22294431538447223s93.63.92.56.3
94P0195894-119E4S9732tr33549103tr2s95.52.61.96.2
94P01959119-203E/BtS9732tr1315593tr2fs95.33.11.65.7
94P01960119-203E/BtS9919tr132624tr19fs91.00.98.15.4
NSSC SSL Report Creation