*** Supplementary Characterization Data ***
Pedon ID: S2002IL099016( La Salle, Illinois )Print Date: May 19 2024 10:49PM

Sampled as on Nov 18, 2002:Flanagan ; Fine, smectitic, mesic Aquic Argiudoll
Revised to correlated:Flanagan ; Fine, smectitic, mesic Aquic Argiudolls
United States Department of Agriculture
SSL-ProjectC2003USIL050   LASALLE CO.Natural Resources Conservation Service
-Site IDS2002IL-099-016(1-8)   Lat: 41° 11' 46.61" north  Long: 89° 4' 46.58" west  MLRA: 108ANational Soil Survey Center
-Pedon No. 03N0296Kellogg 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
 
03N015240-15Ap1S10010010010010010010010099986642271001009998970.010.008tr30.10.9
03N0152515-28Ap2S10010010010010010010010099986643281001009999970.010.008tr30.20.8
03N0152628-46AS10010010010010010010010099986845301001009998970.010.007tr28.80.8
03N0152746-74Bt1S100100100100100100100100100987049351001009999980.010.005tr26.60.5
03N0152874-97Bt2S1001001001001001001001001009966453110010010099980.010.007tr32.90.6
03N0152997-132BCS1001001001001001001001001009855342110010010099960.020.0140.00136.51.0
03N01530132-160CS1001001001001001001001001009847261310010010099960.030.0210.00122.01.4
03N01531160-2032CS100100100100100989590846953362589867971650.030.016tr68.10.5

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
DbWR1DbWR1
 
03N015240-15Ap1S----------100--------1001.311.451.651.821.311.391.451.651.821.021.02
03N0152515-28Ap2S----------100--------1001.311.461.651.821.311.401.461.651.821.021.02
03N0152628-46AS----------100--------1001.231.351.571.771.231.301.351.571.771.151.15
03N0152746-74Bt1S----------100--------1001.261.451.611.781.261.351.451.611.781.101.10
03N0152874-97Bt2S----------100--------1001.301.471.651.811.301.391.471.651.811.041.04
03N0152997-132BCS----------100--------1001.431.581.771.891.431.521.581.781.890.850.85
03N01530132-160CS----------100--------1001.411.471.751.881.411.451.471.751.880.880.88
03N01531160-2032CS1010--559010--55901.5111.943

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: S2002IL099016( La Salle, Illinois )Print Date: May 19 2024 10:49PM
Sampled As:FlanaganFine, smectitic, mesic Aquic Argiudoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  03N0296

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---)
 
03N015240-15Ap1S--------------10023513173480.610.960.450.1262.03.42.03.40.180.18
03N0152515-28Ap2S--------------100234141734110.620.950.440.1352.23.72.23.70.180.18
03N0152628-46AS--------------100131142034100.630.870.460.1071.93.21.93.20.170.17
03N0152746-74Bt1S--------------10013017173570.590.800.460.1362.14.82.34.80.140.14
03N0152874-97Bt2S--------------10013215163560.630.780.460.1342.34.22.34.20.160.16
03N0152997-132BCS--------------10024111123440.520.510.1662.13.42.13.40.200.20
03N01530132-160CS--------------1002447133420.400.550.1070.91.40.91.40.240.24
03N01531160-2032CS5----6--339514231580.340.39

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
 
03N015240-15Ap1S------59537tr1112425337sil3.469.726.95.6
03N0152515-28Ap2S------49638trtr112425338sicl3.269.327.55.3
03N0152628-46AS------49643tr1112425443sicl2.767.429.95.4
03N0152746-74Bt1S------49655--tr112425455sicl2.462.235.46.2
03N0152874-97Bt2S------49646--trtr13475046sicl2.566.131.46.6
03N0152997-132BCS------59526----tr15514326sil4.375.220.57.1
03N01530132-160CS------49615----trtr3573915sil3.683.313.17.6
03N01531160-2032CS1313133354342510138204239cl27.344.728.07.6
NSSC SSL Report Creation