*** Supplementary Characterization Data ***
Pedon ID: S1954WY015003( Goshen, Wyoming )Print Date: Nov 26 2024 10:04PM

Sampled as on Jun 19, 2018:Keith ; Fine-silty, mixed, superactive, mesic Aridic Argiustolls
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1954WY015003   Lat: 41° 33' 53.01" north  Long: 104° 30' 27.99" west  MLRA: 67AMandan Soil Survey Laboratory
-Pedon No. 40A3470Soil Laboratory
-General Methods 1B1A, 2A1, 2BMandan, North Dakota

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
 
40A268520-8AS1001001001001001001001009246139799948863190.100.0820.00714.05.4
40A268538-17BS100100100100100100100100934916141299959065220.090.0790.00170.426.5
40A2685417-33Bt1S1001001001001001001001009975352925100999888500.060.0500.001>1001.5
40A2685533-43Bt2S1001001001001001001001009975302419100999990480.060.0520.00191.38.7
40A2685643-53Bk1S1001001001001001001001009966221714100999882350.070.0620.00171.116.3
40A2685753-76Bk2S1001001001001001001001009965221511100999982350.070.0620.00243.810.7
40A2685876-104Bk3S1001001001001001001001009957161310100999875250.080.0710.00243.619.0

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
3B13B13B1
 
40A268520-8AS--------------100--------1001.451
40A268538-17BS--------------100--------1001.451
40A2685417-33Bt1S--------------100--------1001.451
40A2685533-43Bt2S--------------100--------1001.451
40A2685643-53Bk1S--------------100--------1001.451
40A2685753-76Bk2S--------------100--------1001.451
40A2685876-104Bk3S--------------100--------1001.451

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: S1954WY015003( Goshen, Wyoming )Print Date: Nov 26 2024 10:04PM
Sampled As:KeithFine-silty, mixed, superactive, mesic Aridic Argiustolls
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A3470

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---)
 
40A268520-8AS--------------1004474450.69
40A268538-17BS--------------1004357450.52
40A2685417-33Bt1S--------------100271414450.46
40A2685533-43Bt2S--------------100281610450.47
40A2685643-53Bk1S--------------10035128450.49
40A2685753-76Bk2S--------------10036136450.110.72
40A2685876-104Bk3S--------------1004186450.120.55

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
 
40A268520-8AS871381572747768lfs80.912.07.1
40A268538-17BS89111415628486514vfsl78.09.812.2
40A2685417-33Bt1S673334tr111351211334scl50.024.925.1
40A2685533-43Bt2S643624tr111152221424l51.929.019.1
40A2685643-53Bk1S752517tr11185516917vfsl64.621.214.2
40A2685753-76Bk2S732712trtr11953151212vfsl65.124.010.9
40A2685876-104Bk3S841611tr11265610711vfsl75.214.510.3
NSSC SSL Report Creation