*** Supplementary Characterization Data ***
Pedon ID: S2000OR043001( Linn, Oregon )Print Date: May 19 2024 10:31PM

Sampled as on Oct 10, 2000:Dayton ; Fine, smectitic, mesic Vertic Albaqualf
Revised to correlated:Dayton ; Fine, smectitic, mesic Vertic Albaqualfs
United States Department of Agriculture
SSL-ProjectC2001USOR024   Willamette ValleyNatural Resources Conservation Service
-Site ID00-DRJ-41   Lat: 44° 31' 2.31" north  Long: 123° 3' 29.26" west  MLRA: 2National Soil Survey Center
-Pedon No. 01N0120Kellogg 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
3H3H
 
01N008360-8Ap1S100100100100100100100100989578442299989796940.010.0060.001401816.91.4
01N008378-23Ap2S1001001001001001001001009895774321100989796950.010.0070.00116.41.4
01N0083823-36ES100100100100100100100100979578462499989796940.010.0060.00117.91.4
01N0083936-712Bt1S10010010010010010010010010098886752100100999998tr0.002tr744910.60.6
01N0084071-842Bt2S1001001001001001001001001009774503410010010099960.010.005tr22.80.6
01N0084184-1523BCtS1001001001001001001001001009768442810010010099950.010.007tr27.30.9

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
 
01N008360-8Ap1S----------100--------1001.4511.903
01N008378-23Ap2S----------100--------1001.4511.903
01N0083823-36EStrtr--tr--100tr--tr--1001.4511.903
01N0083936-712Bt1S----------100--------1001.4511.903
01N0084071-842Bt2S----------100--------1001.4511.903
01N0084184-1523BCtS----------100--------1001.4511.903

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: S2000OR043001( Linn, Oregon )Print Date: May 19 2024 10:31PM
Sampled As:DaytonFine, smectitic, mesic Vertic Albaqualf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  01N0120

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---)
 
01N008360-8Ap1S--------------10033912110.131.050.19
01N008378-23Ap2S--------------10034011110.421.100.45
01N0083823-36EStr----tr--tr--10033813110.530.810.45
01N0083936-712Bt1S--------------1001252970.650.850.54
01N0084071-842Bt2S--------------10023419110.511.070.61
01N0084184-1523BCtS--------------1003361540.401.180.72

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
 
01N008360-8Ap1S------7932912112217229sil5.871.922.35.1
01N008378-23Ap2S------7932612212227126sil5.573.720.84.9
01N0083823-36ES------8923212212217132sil5.769.924.44.7
01N0083936-712Bt1S------595109--tr1121975109sic2.545.352.25.2
01N0084071-842Bt2S------79352--trtr15336052sicl4.561.334.26.1
01N0084184-1523BCtS------89239--trtr16365639sicl5.566.328.26.2
NSSC SSL Report Creation