*** Supplementary Characterization Data ***
Pedon ID: S2004IN103001( Miami, Indiana )Print Date: May 20 2024 6:46AM

Sampled as on Jun 13, 2004:Gessie ; Fine-loamy, mixed, superactive, mesic Fluventic Eutrudept
Revised to correlated:Gessie ; Fine-loamy, mixed, superactive, mesic Fluventic Eutrudepts
United States Department of Agriculture
SSL-ProjectC2004USIN202   Indiana and Ohio Till Plain StudyNatural Resources Conservation Service
-Site IDS2004IN103-001   Lat: 40° 45' 20.90" north  Long: 86° 1' 22.29" west  MLRA: 111National Soil Survey Center
-Pedon No. 04N1163Kellogg Soil 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
 
04N067520-25ApS1001001001001001001001009875473324100999679690.030.0230.00166.70.7
04N0675325-43AS10010010010010010010010098785338281001009482740.030.016tr60.90.5
04N0675443-66Bw1S1001001001001001001001009760342417100999065540.070.0410.00193.02.3
04N0675566-109Bw2S1001001001001001001001009750231611100998958420.110.0710.00271.24.8
04N06756109-155C1S1001001001001001001001009443191410100988348360.140.1050.00266.24.9
04N06757155-203C2S1009998979685735727532152338552.350.9170.2658.80.3
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
 
04N067520-25ApS11--trtr991--trtr991.4611.913
04N0675325-43AS----------100--------1001.4511.903
04N0675443-66Bw1S----------100--------1001.4511.903
04N0675566-109Bw2Strtr--tr--100tr--tr--1001.4511.903
04N06756109-155C1S----------100--------1001.4511.903
04N06757155-203C2S434342316574342316571.8112.133

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: S2004IN103001( Miami, Indiana )Print Date: May 20 2024 6:46AM
Sampled As:GessieFine-loamy, mixed, superactive, mesic Fluventic Eutrudept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  04N1163
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---)
 
04N067520-25ApS1----1--trtr9917251390.500.47
04N0675325-43AS--------------100142515100.530.46
04N0675443-66Bw1S--------------1002520990.460.46
04N0675566-109Bw2Str----tr--tr--10032176120.500.51
04N06756109-155C1S--------------10035145150.420.49
04N06757155-203C2S30----293151170352140.480.65
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
3A1a1a4C1a2a
 
04N067520-25ApS11--405832tr142213293032l30.944.824.37.3
04N0675325-43AS------376339--tr81811293439cl26.445.628.07.4
04N0675443-66Bw1S------554520tr1113013242120l45.737.317.07.5
04N0675566-109Bw2S------653513--1123517221313fsl57.830.811.47.6
04N06756109-155C1S------722811tr2173914181011fsl64.525.69.97.6
04N06757155-203C2S44444053318344651422cos92.05.72.37.8
NSSC SSL Report Creation