*** Supplementary Characterization Data ***
Pedon ID: 03IL053003a( Ford, Illinois )Print Date: Nov 26 2024 10:59PM

Sampled as on Jul 5, 2003:Ashkum ; Fine, mixed, superactive, mesic Typic Endoaquolls
Revised to :
United States Department of Agriculture
SSL-ProjectR2003USIL150   TF7 HYDRIC SOIL PROJECTNatural Resources Conservation Service
-Site ID03IL053003a   Lat: 40° 34' 50.00" north  Long: 88° 22' 7.00" west  MLRA: 110National Soil Survey Center
-Pedon No. 03N0862Kellogg 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
 
03N043880-10Ap1S100100100100100100100100
03N0438910-25Ap2S100100100100100100100100100100936749100100100100100tr0.002tr11.00.6
03N0439025-41A1S100100100100100100100100100100936749100100100100100tr0.002tr11.00.6
03N0439141-58A1S10010010010010010010010010010092664910010010010099tr0.002tr11.40.6
03N0439258-71A2S1001001001001001009998969178554098979592910.010.004tr18.80.5
03N0439371-94BAS1001001001001001001001009893805843100999694920.010.003tr16.70.5
03N0439494-117Bg1S1001001001001001001001009993816046100999794920.010.003tr15.40.5
03N04395117-142Bg2S100100100100100100100100989280594599999693910.010.003tr16.20.5
03N04396142-165BCgS10010010010010010010098958567473497969286830.010.006tr30.40.5

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
 
03N043880-10Ap1S----------100--------1001.4511.903
03N0438910-25Ap2S----------100--------1001.4511.903
03N0439025-41A1S----------100--------1001.4511.903
03N0439141-58A1S----------100--------1001.4511.903
03N0439258-71A2S22--11982--11981.4611.913
03N0439371-94BAS----------100--------1001.4511.903
03N0439494-117Bg1S----------100--------1001.4511.903
03N04395117-142Bg2S----------100--------1001.4511.903
03N04396142-165BCgS22----2982----2981.4611.913

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: 03IL053003a( Ford, Illinois )Print Date: Nov 26 2024 10:59PM
Sampled As:AshkumFine, mixed, superactive, mesic Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  03N0862

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---)
 
03N043880-10Ap1S--------------10011
03N0438910-25Ap2S--------------100tr2727110.401.310.50
03N0439025-41A1S--------------100tr2727110.441.210.48
03N0439141-58A1S--------------100tr2827110.401.410.53
03N0439258-71A2S1----1--119942722100.491.000.41
03N0439371-94BAS--------------10042724110.531.100.44
03N0439494-117Bg1S--------------1004252590.481.000.46
03N04395117-142Bg2S--------------10052524120.401.070.47
03N04396142-165BCgS1----1----19982719150.550.870.44

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
 
03N043880-10Ap1S5.4
03N0438910-25Ap2S------19998----trtrtr128798sic0.550.149.45.5
03N0439025-41A1S------19997--trtrtrtr138697sic0.550.249.35.4
03N0439141-58A1S------19995--trtrtrtr148595sic0.650.848.65.4
03N0439258-71A2S33312846811453226570sic7.651.241.25.8
03N0439371-94BAS------148675tr2453216675sic7.849.243.06.2
03N0439494-117Bg1S------148685tr1563216585sic7.846.345.96.3
03N04395117-142Bg2S------16848012563196580sic9.046.544.56.4
03N04396142-165BCgS33322755112695255253sicl15.050.434.66.6
NSSC SSL Report Creation