*** Supplementary Characterization Data ***
Pedon ID: 91WY045001( Weston, Wyoming )Print Date: May 20 2024 2:23AM

Sampled as on Jun 29, 1991:Kishona ; Fine-loamy, mixed, mesic Ustic Torriorthents
Revised to :
United States Department of Agriculture
SSL-ProjectCP91WY225   SOIL RANGENatural Resources Conservation Service
-Site IDS1991WY045001   Lat: 43° 45' 0.00" north  Long: 104° 22' 30.00" westNational Soil Survey Center
-Pedon No. 91P0977Soil 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
4F14F
 
91P061370-10AS1003413
91P0613924-41Bw2S100307
91P0614172-100C2S1001001001001001009998976329221798979676420.070.0590.00195.78.9
91P06142100-117C3S10094908480777369664523171368676553310.170.0910.001>10010.0
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
3B13B13B14A1d4A1h
 
91P061370-10AS------1.171.25
91P0613810-24Bw1S----tr1.421.48
91P0613924-41Bw2S----tr1.371.51
91P0614041-72C1S--trtr1.461.54
91P0614172-100C2S2----2--11982--11981.351.441.621.841.341.391.431.611.830.960.98
91P06142100-117C3S31----31207469312074691.691
91P061440-3S----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.


*** Supplementary Characterization Data ***
Pedon ID: 91WY045001( Weston, Wyoming )Print Date: May 20 2024 2:23AM
Sampled As:KishonaFine-loamy, mixed, mesic Ustic Torriorthents
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  91P0977
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---)
8D14C1
 
91P061370-10AS0.590.11
91P0613810-24Bw1S0.620.11
91P0613924-41Bw2S0.630.11
91P0614041-72C1S0.540.09
91P0614172-100C2S1----1--11992912922270.440.550.1201.21.20.140.14
91P06142100-117C3S19----1913438124118360.490.53
91P06143117-158CrS0.68
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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a8A3a
 
91P061370-10ASvfsl60.126.313.67.60.75
91P0613810-24Bw1Svfsl66.020.813.27.80.43
91P0613924-41Bw2Svfsl64.622.013.47.90.46
91P0614041-72C1Svfsl61.122.916.08.10.57
91P0614172-100C2S222682921tr122443161422vfsl57.524.817.78.50.92
91P06142100-117C3S3636134421162232239151724vfsl54.625.919.58.36.76
91P06143117-158CrGPsicl16.449.034.67.87.78
NSSC SSL Report Creation