*** Supplementary Characterization Data ***
Pedon ID: S1960OR019003( Douglas, Oregon )Print Date: Nov 21 2024 3:40PM

Sampled as on May 22, 1960:FREEZEOUT
Revised to correlated:FREEZENER ; Fine, mixed, mesic Ultic Haploxeralfs
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1960OR019003   Lat: 43° 6' 52.00" north  Long: 122° 34' 51.99" west  MLRA: 3Riverside Soil Survey Laboratory
-Pedon No. 40A0861Soil Laboratory
-General Methods 1B1A, 2A1, 2BRiverside, California

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
NKNK
 
40A065110-23AS100100100100100100100100857457372495868377710.020.0120.001432447.50.7
40A0651223-41BS100100100100100100100100948466473499959286810.010.006--32.80.5
40A0651341-61Bt11S100100100100100100100100968872554499979590850.010.003--22.80.4
40A0651461-81Bt12S1001001001001001001001009687725746100979590850.010.003--621820.60.4
40A0651581-114Bt13S1001001001001001001001009687725544100979489840.010.003--22.00.4
40A06516114-142Bt21S100100100100100100100100958467503999969386800.010.005--31.60.3
40A06517142-183Bt22S100100100100100100100100948063473799959184760.020.006--551242.20.3

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
 
40A065103-0OS------
40A065110-23AS--------------100--------1001.551
40A0651223-41BS--------------100--------1001.461
40A0651341-61Bt11S--------------100--------1001.461
40A0651461-81Bt12S--------------100--------1001.451
40A0651581-114Bt13S--------------100--------1001.451
40A06516114-142Bt21S--------------100--------1001.461
40A06517142-183Bt22S--------------100--------1001.461

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: S1960OR019003( Douglas, Oregon )Print Date: Nov 21 2024 3:40PM
Sampled As:FREEZEOUT
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0861

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---)
 
40A065110-23AS--------------10015241242241.430.80
40A0651223-41BS--------------10010251845151.010.66
40A0651341-61Bt11S--------------1008222345140.800.57
40A0651461-81Bt12S--------------1008212545130.740.57
40A0651581-114Bt13S--------------10092224450.780.61
40A06516114-142Bt21S--------------100112321450.880.68
40A06517142-183Bt22S--------------100132120450.870.57

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
 
40A065110-23AS386232612487194332l28.747.124.2
40A0651223-41BS29715126498224951sicl19.446.733.9
40A0651341-61Bt11S27737714399235077sic15.341.243.5
40A0651461-81Bt12S297186154109234886c15.438.346.3
40A0651581-114Bt13S297179154109215079c16.339.544.2
40A06516114-142Bt21S3367631551110214663sicl20.041.538.5
40A06517142-183Bt22S3862592761211224159cl23.639.237.2
NSSC SSL Report Creation