*** Supplementary Characterization Data ***
Pedon ID: S1994IN039034( Elkhart, Indiana )Print Date: Mar 2 2025 8:58AM

Sampled as on Dec 12, 1994:Selfridge ; Loamy, mixed, nonacid, mesic Aquic Arenic Hapludalfs
Revised to correlated on Aug 1, 2000:(unnamed) ; Loamy, mixed, superactive, mesic Aquic Arenic Hapludalf
United States Department of Agriculture
SSL-ProjectCP96IN089   ELKHART COUNTYNatural Resources Conservation Service
-Site IDS1994IN039034   Lat: 41° 31' 19.01" north  Long: 85° 56' 47.00" west  MLRA: 111National Soil Survey Center
-Pedon No. 96P0189Soil 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
 
96P014790-28ApS100100100100100100100100903321138100976836290.200.1510.00366.65.4
96P0148028-38E1S100100100100100100100100903928168100976942360.190.1330.00373.31.2
96P0148138-58E2S1001001001001001001001008614532100975617100.270.2150.0525.11.3
96P0148258-69E3/2Btg1S10010010010010010010010093301063100997638230.170.1340.0208.31.4
96P0148369-792Btg2S1001001001001001001001009574423022100988779670.040.0270.00169.31.1
96P0148479-912Bt1S1001001001001001001001009031201613100976934270.200.1520.001>10019.5
96P0148591-1192Bt2S10010010010010010010010099906444301001009793860.020.008--35.90.6
96P01486119-1752C1S100100100100100100100100100967044261001009998940.010.007--24.31.1
96P01487175-2032C2S100100100100100100100100100967244251001009998930.010.0070.00122.51.2

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
3B13B13B14A1d4A1h
 
96P014790-28ApS--------------100--------1001.451
96P0148028-38E1S--------------100--------1001.451
96P0148138-58E2S--------------100--------1001.451
96P0148258-69E3/2Btg1S--------------100--------1001.451
96P0148369-792Btg2S--------------100--------1001.581.771.931.981.581.691.771.921.980.680.68
96P0148479-912Bt1S--------------100--------1001.681.801.922.051.681.761.801.922.050.580.58
96P0148591-1192Bt2S--------------100--------1001.491.691.881.931.491.581.691.871.930.780.78
96P01486119-1752C1S--------------100--------1001.601.721.982.001.601.661.721.982.000.660.66
96P01487175-2032C2S--------------100--------1001.591.721.991.991.591.661.721.981.990.670.67

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: S1994IN039034( Elkhart, Indiana )Print Date: Mar 2 2025 8:58AM
Sampled As:SelfridgeLoamy, mixed, nonacid, mesic Aquic Arenic Hapludalfs
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  96P0189

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---)
8D14C1
 
96P014790-28ApS--------------1003911445110.181.500.64
96P0148028-38E1S--------------100351644580.061.010.53
96P0148138-58E2S--------------10049414561.850.90
96P0148258-69E3/2Btg1S--------------100421124520.181.000.67
96P0148369-792Btg2S--------------10020271353520.460.750.430.1702.32.30.190.19
96P0148479-912Bt1S--------------1004698132420.560.780.450.1701.61.60.140.14
96P0148591-1192Bt2S--------------1008311753940.410.470.1402.02.00.170.17
96P01486119-1752C1S--------------100440162380.330.450.0901.21.20.190.19
96P01487175-2032C2S--------------10044115400.470.1101.41.40.200.20

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
 
96P014790-28ApS77238tr3323588158fsl71.421.07.67.4
96P0148028-38E1S69319tr4303069229sl63.628.57.96.8
96P0148138-58E2S9282tr341408532s90.57.52.06.3
96P0148258-69E3/2Btg1S8020312440161373lfs77.319.43.36.3
96P0148369-792Btg2S435729tr2141115322529l33.044.622.46.4
96P0148479-912Bt1S841615tr3324088815fsl72.814.013.26.6
96P0148591-1192Bt2S208044tr5510324844sicl13.955.730.47.5
96P01486119-1752C1S99136tr116316036sil6.567.126.47.7
96P01487175-2032C2S99134tr127296234sil6.868.125.17.7
NSSC SSL Report Creation