*** Supplementary Characterization Data ***
Pedon ID: S1990IN039006( Elkhart, Indiana )Print Date: Nov 21 2024 1:29PM

Sampled as on Sep 1, 1990:Maumee ; Sandy, mixed, mesic Typic Haplaquoll
Revised to correlated on Mar 6, 2017:Maumee ; Sandy, mixed, mesic Typic Endoaquolls
United States Department of Agriculture
SSL-ProjectRP91IN006   DELAWARE AND ELKHART COUNTIESNatural Resources Conservation Service
-Site IDS1990IN039006   Lat: 41° 44' 16.00" north  Long: 85° 55' 42.01" west  MLRA: 98National Soil Survey Center
-Pedon No. 91P0020Soil 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
 
91P001190-25ApS100100100100100100999878231811697894624220.310.2660.00471.211.7
91P0012025-53AS1001001001001001001009977241811697884525230.320.2720.00479.312.3
91P0012153-76ES10010010010010010099976514107494773215130.390.3310.01723.28.0
91P0012276-97BwS1001001001001001009995522622191790583727240.530.3860.001>10041.5
91P0012397-127Cg1S10010010010010010099985296549762211080.480.4070.1024.71.7
91P00124127-168Cg2S100100100100100989692477432895617860.540.4460.1234.41.5
91P00125168-203Cg3S1001001009999969389505322826116650.490.4230.1443.41.4
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
 
91P001190-25ApS2----2--11982--11981.461
91P0012025-53AS1----1--tr1991--tr1991.461
91P0012153-76ES3----3--12973--12971.471
91P0012276-97BwS5----5--14955--14951.481
91P0012397-127Cg1S2----2--11982--11981.461
91P00124127-168Cg2S8----8tr44928tr44921.501
91P00125168-203Cg3S11----111648911164891.531

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: S1990IN039006( Elkhart, Indiana )Print Date: Nov 21 2024 1:29PM
Sampled As:MaumeeSandy, mixed, mesic Typic Haplaquoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  91P0020
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
 
91P001190-25ApS1----1--11994293452.370.84
91P0012025-53AS1----1--tr1994294451.750.72
91P0012153-76ES2----2--11984752450.890.52
91P0012276-97BwS3----3--129739410440.690.38
91P0012397-127Cg1S1----1--11995022450.820.55
91P00124127-168Cg2S5----5tr22954921431.080.68
91P00125168-203Cg3S6----6132944821420.940.53
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
 
91P001190-25ApS2228117619462435127ls77.816.06.25.6
91P0012025-53AS11181177210472135137ls77.016.56.55.7
91P0012153-76ES333889541848192365ls86.58.94.65.6
91P0012276-97BwS66686821741261343623cosl74.57.118.45.8
91P0012397-127Cg1S222943513744122125cos92.23.44.45.3
91P00124127-168Cg2S888884233644112223cos93.63.92.54.2
91P00125168-203Cg3S111110863282451122222s94.93.41.74.5
NSSC SSL Report Creation