*** Supplementary Characterization Data ***
Pedon ID: S1969WY023006( Lincoln, Wyoming )Print Date: Nov 21 2024 1:20PM

Sampled as on Sep 30, 1969:Hobacker
Revised to SSL:(unnamed) ; Loamy-skeletal, mixed Pachic Cryoboroll
United States Department of Agriculture
SSL-ProjectNL69WY026   STAR VALLEYNatural Resources Conservation Service
-Site IDS1969WY023006   Lat: 42° 38' 13.00" north  Long: 110° 56' 35.00" westNational Soil Survey Center
-Pedon No. 69C0119Soil 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
 
69C0063335-522BS100857458473828242016965222019171426.6120.5360.024>10046.5
69C0063452-932Bk1S10086766151372212643218655424.4518.1061.41817.21.4
69C0063593-1572Bk2S10083725543322010543217554428.6222.4902.00014.31.3

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
 
69C0063335-522BS77--67150184237653194242.042
69C0063452-932Bk1S9311285430186788492910122.402
69C0063593-1572Bk2S9411275635146690572310102.462

2The whole-soil bulk density and/or <2 mm saturated bulk density was not measured at 1/3-bar. It was estimated from other properties.
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
 
69C0063335-522BS59--5553914341773230.48
69C0063452-932Bk1S84102549271651642190.43
69C0063593-1572Bk2S89102553331361142170.39


*** Supplementary Characterization Data ***
Pedon ID: S1969WY023006( Lincoln, Wyoming )Print Date: Nov 21 2024 1:20PM
Sampled As:Hobacker
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  69C0119

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
3A1a1a3A1a1a3A1a1a3A1a1a
 
69C0063335-522BS8074231010510941413262323l41.339.918.8
69C0063452-932Bk1S945424521382057391814cosl64.623.412.0
69C0063593-1572Bk2S9556204213718565102016cosl60.825.613.6
NSSC SSL Report Creation