*** Supplementary Characterization Data ***
Pedon ID: S2003IL177011( Stephenson, Illinois )Print Date: Nov 12 2024 8:27AM

Sampled as on Dec 1, 2003:Blackberry ; Fine-silty, mixed, superactive, mesic Oxyaquic Argiudoll
Revised to correlated:Ogle ; Fine-silty, mixed, superactive, mesic Oxyaquic Argiudolls
United States Department of Agriculture
SSL-ProjectC2004USIL075   Stephenson Co.Natural Resources Conservation Service
-Site IDS2003IL177011   Lat: 42° 21' 6.00" north  Long: 89° 37' 51.01" west  MLRA: 95BNational Soil Survey Center
-Pedon No. 04N0448Kellogg 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
 
04N026890-13ApS10010010010010010010010099976438211001009897970.020.0100.00128.21.1
04N0269013-33AS10010010010010010010010099976640231001009998970.010.0080.00127.31.0
04N0269133-58BAS1001001001001001001001001009971462910010010099990.010.006tr24.70.9
04N0269258-79Bt1S1001001001001001001001001009967473410010010099990.010.006tr31.10.5
04N0269379-109Bt2S100100100100100100100100100976445331001009998970.010.007tr36.50.5
04N02694109-132Bt3S10010010010010010010010099946143311001009894930.020.008tr44.10.4
04N02695132-1652Bt4S100100100100100989593793022181693895131290.300.2420.001>10019.2
04N02696165-2133CS1009998979691868173391912779766343350.220.1410.00462.91.8

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
DbWR1DbWR1
 
04N026890-13ApS----------100--------1001.371.481.711.851.371.441.481.711.850.930.93
04N0269013-33AS----------100--------1001.371.481.701.851.371.441.481.701.850.930.93
04N0269133-58BAS----------100--------1001.391.521.741.871.391.471.521.741.870.910.91
04N0269258-79Bt1S----------100--------1001.341.531.701.831.341.441.531.701.830.980.98
04N0269379-109Bt2S----------100--------1001.381.581.741.861.381.491.581.741.860.920.92
04N02694109-132Bt3S----------100--------1001.421.631.791.881.421.541.631.791.880.870.87
04N02695132-1652Bt4S77--52937--52931.5011.933
04N02696165-2133CS1919410581194105811.5911.993

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: S2003IL177011( Stephenson, Illinois )Print Date: Nov 12 2024 8:27AM
Sampled As:BlackberryFine-silty, mixed, superactive, mesic Oxyaquic Argiudoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  04N0448

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---)
 
04N026890-13ApS--------------100239111434100.511.040.460.1211.72.61.72.60.210.21
04N0269013-33AS--------------10013812153380.520.950.420.1111.72.61.72.60.200.20
04N0269133-58BAS--------------10013615133580.530.860.430.1031.93.01.93.00.180.18
04N0269258-79Bt1S--------------100133171336100.610.930.450.1332.44.52.44.50.160.16
04N0269379-109Bt2S--------------10023417123640.590.970.460.1422.64.62.64.60.160.16
04N02694109-132Bt3S--------------1004331793760.610.890.440.1502.74.72.74.70.180.18
04N02695132-1652Bt4S4----4--3196367950.750.860.42
04N02696165-2133CS11----112638928174830.670.53

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
3A1a1a4C1a2a
 
04N026890-13ApS------49627--tr211425427sil3.575.121.46.1
04N0269013-33AS------49631--tr211415531sil2.873.823.45.0
04N0269133-58BAS------29841--tr11tr395941sicl1.269.629.25.0
04N0269258-79Bt1S------29851----tr11485051sicl1.364.933.84.8
04N0269379-109Bt2S------59548--tr221484748sicl3.364.232.54.9
04N02694109-132Bt3S------109046--tr351474346sicl6.761.931.45.0
04N02695132-1652Bt4S888761619tr6492629821sl68.614.317.15.4
04N02696165-2133CS202016503073419271021179fsl56.934.68.57.7
NSSC SSL Report Creation