*** Supplementary Characterization Data ***
Pedon ID: 83AK130044( Ketchikan Gateway Borough, Alaska )Print Date: Nov 21 2024 2:17PM

Sampled as on Jul 1, 1983:Plot No. 144 ; Thixotropic Humic Cryorthod
Revised to correlated:Ulloa ; Coarse-loamy, mixed, superactive Typic Humicryods
United States Department of Agriculture
SSL-ProjectCP83AK250   TONGASS NATL FORESTNatural Resources Conservation Service
-Site IDS1983AK130044   Lat: 55° 57' 50.00" north  Long: 133° 36' 45.01" west  MLRA: 168National Soil Survey Center
-Pedon No. 83P0828Soil 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
 
83P041920-20E/BhsS100100100100100989694866845251290878273620.050.0270.00135.10.8
83P0419320-57BsS1009999989894898165422312474676047350.250.1240.00462.11.2
83P0419457-87BCS100969389867666604724116255494128192.000.5810.015>1000.4

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
 
83P0418926-21Oe1S----1
83P0419021-14Oe2S------
83P0419114-0OaS----1
83P041920-20E/BhsS6----6--42946--42941.491
83P0419320-57BsS19----192988119298811.591
83P0419457-87BCS40----4014206604014206601.771

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: 83AK130044( Ketchikan Gateway Borough, Alaska )Print Date: Nov 21 2024 2:17PM
Sampled As:Plot No. 144Thixotropic Humic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  83P0828

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
 
83P0418926-21Oe1S47
83P0419021-14Oe2S193
83P0419114-0OaS40
83P041920-20E/BhsS3----3--21971828744305.011.83
83P0419320-57BsS11----111558927183403110.384.25
83P0419457-87BCS27----2791347328111332517.156.06

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
83P0418926-21Oe1S3.5
83P0419021-14Oe2S3.1
83P0419114-0OaS3.0
83P041920-20E/BhsS7773756145461213213915sil34.352.613.13.4
83P0419320-57BsS202018483249910171616246fsl56.837.95.34.6
83P0419457-87BCS4141274217291114221613163sl68.827.93.35.2
NSSC SSL Report Creation