*** Supplementary Characterization Data ***
Pedon ID: 2015OR045125( Malheur, Oregon )Print Date: May 20 2024 4:46PM

Sampled as on Sep 28, 2015:Juntura ; Coarse-loamy, mixed, superactive, mesic Cumulic Endoaquolls
Revised to correlated on Aug 16, 2017:Juntura ; Coarse-silty, mixed, superactive, mesic Aquandic Endoaquolls
United States Department of Agriculture
SSL-ProjectC2016USOR108   Malheur Investigation 2015Natural Resources Conservation Service
-Site IDS2015OR045125   Lat: 43° 45' 47.87" north  Long: 118° 6' 36.07" west  MLRA: 10National Soil Survey Center
-Pedon No. 16N0643Kellogg 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
 
16N027740-11A1S100100100100100100999898948568579898989691tr0.002tr8.60.6
16N0277511-45A2S10010010010010010010010099855033231001009992720.030.0200.00154.40.8
16N0277645-85ACS1001001001001001001001001008749332210010010095720.030.0210.00155.20.9
16N0277785-115Cg1S10010010010010010010096958668483496969490800.010.006tr29.80.5
16N02778115-150Cg2S1001001001001009896864320139773473123170.700.5360.00798.19.7

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
 
16N027740-11A1S22--11982--11981.4611.913
16N0277511-45A2S----------100--------1001.4511.903
16N0277645-85ACS----------100--------1001.4511.903
16N0277785-115Cg1S44----4964----4961.4811.923
16N02778115-150Cg2S1414--4108614--410861.5511.973

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: 2015OR045125( Malheur, Oregon )Print Date: May 20 2024 4:46PM
Sampled As:JunturaCoarse-loamy, mixed, superactive, mesic Cumulic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  16N0643

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---)
 
16N027740-11A1S1----1--119941931122.241.37
16N0277511-45A2S--------------10015271291.700.78
16N0277645-85ACS--------------10015271292.420.82
16N0277785-115Cg1S2----2----29892519121.150.68
16N02778115-150Cg2S8----8--2692416493.280.90

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
 
16N027740-11A1S5551580132trtr14111767139c6.735.258.14.9
16N0277511-45A2S------366429--tr2826293529l27.849.722.56.3
16N0277645-85ACS------366428--trtr729293428l28.349.622.16.6
16N0277785-115Cg1S666247053trtr2716205456sicl16.447.735.96.8
16N02778115-150Cg2S15151574117173221117678lcos80.212.07.85.7
NSSC SSL Report Creation