*** Supplementary Characterization Data ***
Pedon ID: 1992WI063001( La Crosse, Wisconsin )Print Date: Feb 16 2025 5:40AM

Sampled as on May 16, 1992:Trempe ; Sandy, mixed, mesic Entic Hapludolls
Revised to correlated on Apr 24, 2012:Impact ; Siliceous, mesic Humic Psammentic Dystrudepts
United States Department of Agriculture
SSL-ProjectRP93WI004   MLRA-105Natural Resources Conservation Service
-Site IDS1992WI063001   Lat: 44° 3' 31.99" north  Long: 91° 0' 51.99" west  MLRA: 105National Soil Survey Center
-Pedon No. 93P0013Soil 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
 
93P0013166-84Bw3S1001001001001001001009994241610699978326200.170.1460.00535.013.4

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
 
93P001270-18A1S------
93P0012818-30A2S------
93P0012930-48Bw1S------
93P0013048-66Bw2S--trtr
93P0013166-84Bw3S1----1--tr1991--tr1991.461
93P0013284-213CS--tr--

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.
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
 
93P001270-18A1S1.59
93P0012818-30A2S1.57
93P0012930-48Bw1S0.90
93P0013048-66Bw2S0.96
93P0013166-84Bw3S1----1--tr1994483452.251.48


*** Supplementary Characterization Data ***
Pedon ID: 1992WI063001( La Crosse, Wisconsin )Print Date: Feb 16 2025 5:40AM
Sampled As:TrempeSandy, mixed, mesic Entic Hapludolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  93P0013

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
 
93P001270-18A1Sfs88.19.22.74.2
93P0012818-30A2Sfs86.710.33.04.1
93P0012930-48Bw1Slfs85.610.44.04.2
93P0013048-66Bw2Slfs83.611.35.14.2
93P0013166-84Bw3S11184157tr2156265107lfs79.514.26.34.2
93P0013284-213CSfs97.12.9--4.4
NSSC SSL Report Creation