*** Supplementary Characterization Data ***
Pedon ID: 03IL053001a( Ford, Illinois )Print Date: Nov 11 2024 9:35PM

Sampled as on Jun 3, 2003:Ashkum
Revised to correlated:Ashkum ; Fine, mixed, superactive, mesic Typic Endoaquolls
United States Department of Agriculture
SSL-ProjectR2003USIL150   TF7 HYDRIC SOIL PROJECTNatural Resources Conservation Service
-Site ID03IL053001a   Lat: 40° 34' 49.00" north  Long: 88° 22' 7.00" west  MLRA: 110National Soil Survey Center
-Pedon No. 03N0860Kellogg 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
 
03N043690-13ApS10010010010010010010099968773513698979389860.010.005tr23.80.5
03N0437013-25ApS100100100100100999896938674523896949087850.010.004tr22.50.5
03N0437125-38AS10010010010010010010099968978564298979389870.010.003tr18.30.5
03N0437348-51A2S100100100100100999896948980594696959290880.010.003tr15.70.5
03N0437451-64A2S10099999898989897948878584496959289870.010.003tr17.30.5
03N0437564-76Bg1S10010010010010010010099928274544098938783810.010.004tr21.80.5
03N0437676-89Bg1S10010010010010010010099958676543998969287840.010.004tr20.30.5
03N0437789-135Bg2S10098979493939392898273513691908783810.010.005tr23.60.6
03N04378135-160BcgS10010010010010010010098958979543797969390880.010.004tr18.90.6
03N04379160-226CS10010010010010010010098959081563997969491890.010.004tr17.60.6

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
 
03N043690-13ApS11----1991----1991.4611.913
03N0437013-25ApS44--22964--22961.4711.923
03N0437125-38AS11----1991----1991.4611.913
03N0437348-51A2S44--22964--22961.4711.923
03N0437451-64A2S332--19732--1971.4711.923
03N0437564-76Bg1S11----1991----1991.4611.913
03N0437676-89Bg1S11----1991----1991.4611.913
03N0437789-135Bg2S887--19287--1921.5011.933
03N04378135-160BcgS22----2982----2981.4611.913
03N04379160-226CS22--tr2982--tr2981.4611.913

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: 03IL053001a( Ford, Illinois )Print Date: Nov 11 2024 9:35PM
Sampled As:Ashkum
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  03N0860

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---)
 
03N043690-13ApS1----1----19972820110.510.990.40
03N0437013-25ApS2----2--119862622110.510.950.40
03N0437125-38AS1----1----19962524100.510.800.39
03N0437348-51A2S2----2--119842426120.500.36
03N0437451-64A2S2----21--19862424130.480.38
03N0437564-76Bg1S1----1----19910222260.390.43
03N0437676-89Bg1S1----1----1998252280.410.45
03N0437789-135Bg2S4----54--1966262070.420.43
03N04378135-160BcgS1----1----1995282080.370.42
03N04379160-226CS1----1--tr1995272180.340.44

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
 
03N043690-13ApS22221785713674215857sicl13.350.236.55.9
03N0437013-25ApS77718756313764196167sic11.848.140.16.0
03N0437125-38AS22220787413773176375sic11.745.542.86.3
03N0437348-51A2S77715788412453156990sic8.344.247.56.8
03N0437451-64A2S55218777823653166582sic10.344.545.27.0
03N0437564-76Bg1S222316767371084115769sic18.640.740.77.6
03N0437676-89Bg1S22225746413785136265sicl15.145.439.57.7
03N0437789-135Bg2S1212218705612575146664sicl12.348.838.97.7
03N04378135-160BcgS33316815913444156961sicl10.052.237.87.8
03N04379160-226CS33315816412453137166sicl9.650.739.77.8
NSSC SSL Report Creation