*** Supplementary Characterization Data ***
Pedon ID: S1993IL163014( St. Clair, Illinois )Print Date: Dec 4 2024 3:23AM

Sampled as on Oct 2, 1993:Grantfork Variant ; Fine-silty, mixed, mesic Typic Endoaqualf
Revised to correlated:Coulterville ; Fine-silty, mixed, superactive, mesic Aeric Endoaqualfs
United States Department of Agriculture
SSL-ProjectCP94IL103   G. LAKE KASKASKIANatural Resources Conservation Service
-Site IDS1993IL163014   Lat: 38° 24' 41.00" north  Long: 90° 0' 15.00" west  MLRA: 114National Soil Survey Center
-Pedon No. 94P0272Soil 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
 
94P017100-21ApS1001001001001001001001009997593723100999998960.020.0110.00138.60.9
94P0171121-37Btg1S1001001001001001001001001009858382510010010099980.020.0110.00141.40.8
94P0171237-57Btg2S10010010010010010010010099986139251001009999970.020.0100.00137.40.8
94P0171357-69Btg3S10010010010010010010010099985635221001009999970.020.0130.00138.01.0
94P0171469-952Btg1S100100100100100100100100100975735201001009998960.020.0130.00134.51.0
94P0171595-1222Btg2S10010010010010010010010099955334211001009997940.020.0160.00139.91.0
94P01716122-1582Btg3S100100100100100100100100100955334221001009996930.020.0160.00142.11.0
94P01717158-1982Btg4S100100100100100100100100100955638261001009996930.020.013--45.60.7
94P01718198-2143Btg1S10010010010010010010010099935640291001009895900.020.012--49.60.5
94P01719214-2573Btg2S10010010010010010010010099915944331001009893880.020.009--51.10.3

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
3B13B13B1
 
94P017100-21ApS--------------100--------1001.451
94P0171121-37Btg1S--------------100--------1001.451
94P0171237-57Btg2S--------------100--------1001.451
94P0171357-69Btg3S--------------100--------1001.451
94P0171469-952Btg1S--------------100--------1001.451
94P0171595-1222Btg2S--------------100--------1001.451
94P01716122-1582Btg3S--------------100--------1001.451
94P01717158-1982Btg4S--------------100--------1001.451
94P01718198-2143Btg1S--------------100--------1001.451
94P01719214-2573Btg2Str----------tr100------tr1001.451

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: S1993IL163014( St. Clair, Illinois )Print Date: Dec 4 2024 3:23AM
Sampled As:Grantfork VariantFine-silty, mixed, mesic Typic Endoaqualf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  94P0272

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
 
94P017100-21ApS--------------100240134570.630.830.51
94P0171121-37Btg1S--------------100140144530.690.780.49
94P0171237-57Btg2S--------------100140144530.640.870.55
94P0171357-69Btg3S--------------100241124530.610.930.54
94P0171469-952Btg1S--------------100241114530.600.810.50
94P0171595-1222Btg2S--------------100439124520.610.720.49
94P01716122-1582Btg3S--------------10043812450.600.690.47
94P01717158-1982Btg4S--------------10043714450.600.680.45
94P01718198-2143Btg1S--------------10053316450.630.650.44
94P01719214-2573Btg2Str----------tr10073018450.640.610.43

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
 
94P017100-21ApS59530tr1112494630sil3.872.923.36.1
94P0171121-37Btg1S39733trtr12534433sil2.372.725.06.3
94P0171237-57Btg2S49633tr1112484833sil2.772.424.97.3
94P0171357-69Btg3S49628trtr112524428sil3.275.021.87.6
94P0171469-952Btg1S59525tr113494625sil3.975.820.37.4
94P0171595-1222Btg2S89227tr134514027sil6.572.321.27.0
94P01716122-1582Btg3S109029tr135513929sil7.470.322.36.7
94P01717158-1982Btg4S109035tr135504135sil7.166.926.06.7
94P01718198-2143Btg1S1486401257473940sicl10.061.228.86.6
94P01719214-2573Btg2S188250tr1377433950sicl11.954.933.26.6
NSSC SSL Report Creation