*** Supplementary Characterization Data ***
Pedon ID: S1981AK170001( Matanuska-Susitna Borough, Alaska )Print Date: Nov 26 2024 11:20PM

Sampled as on Jun 1, 1981:Talkeetna ; Thixotropic over loamy-skeletal Humic Cryorthod
Revised to correlated:TALKEETNA ; Medial over loamy-skeletal, mixed Humic Cryorthods
United States Department of Agriculture
SSL-ProjectRP81AK282   YENTNA AREANatural Resources Conservation Service
-Site IDS1981AK170001   Lat: 61° 10' 0.00" north  Long: 151° 34' 59.98" west  MLRA: 170National Soil Survey Center
-Pedon No. 81P0706Soil 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
 
81P042350-10AS100100100100100100100100985828133100999266470.080.0570.00420.51.6
81P0423610-15BhS100100100100100100100100814324113100876448350.200.1110.00444.71.2
81P0423715-20Bs1S100100100100100100100100905635176100938162490.090.0530.00331.40.7
81P0423820-25Bs2S100100100100100100100100986837174100999476550.060.0390.00319.40.8
81P0423925-40BS100100100100100100100100977035164100999278590.050.0360.00316.41.2
81P0424040-45C1S10010010010010010010010010073371621001009983570.050.0360.00315.70.9
81P0424143-45C2S1001001001001001001001009966321311001009474540.060.0430.00415.71.3
81P0424245-59AbS100100100100100100100100935823101100958969420.080.0620.00515.41.9
81P0424359-68Bb1S1001001001001001001001007138199297755943310.270.1500.00645.11.4
81P0424468-84Bb2S1009998979695939186552813290878063440.090.0620.00422.81.4

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
3B13B13B14A1d4A1h
 
81P042350-10AS--------------100--------1001.451
81P0423610-15BhS--------------100--------1000.410.480.781.260.410.450.480.781.265.465.46
81P0423715-20Bs1S--------------100------tr1000.440.701.270.440.701.275.025.02
81P0423820-25Bs2Str--------trtr100----trtr1001.451
81P0423925-40BS--------------100------tr1000.620.621.031.390.620.620.621.031.393.273.27
81P0424040-45C1S--------------100--------1001.451
81P0424143-45C2S--------------100--------1001.451
81P0424245-59AbStr--------trtr100----trtr1001.451
81P0424359-68Bb1Str----------tr100------tr1000.660.741.121.410.660.730.741.121.413.023.02
81P0424468-84Bb2S9----9432919432911.511

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: S1981AK170001( Matanuska-Susitna Borough, Alaska )Print Date: Nov 26 2024 11:20PM
Sampled As:TalkeetnaThixotropic over loamy-skeletal Humic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  81P0706

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---)
8D14C1
 
81P042350-10AS--------------100292424526.2512.86
81P0423610-15BhS--------------100105483726.7112.791.9303.23.20.220.22
81P0423715-20Bs1S--------------100971572612.144.590.14
81P0423820-25Bs2Str--------trtr100252824515.226.44
81P0423925-40BS--------------10010131364112.223.680.320.32
81P0424040-45C1S--------------100243014516.295.94
81P0424143-45C2S--------------100252945
81P0424245-59AbStr--------trtr10032224550.44
81P0424359-68Bb1Str----------tr100177294626.228.722.1703.43.40.360.36
81P0424468-84Bb2S5----522195272414314.415.26

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
 
81P042350-10AS55453tr17272020253fsl53.543.72.8
81P0423610-15BhS66343tr1323161312213sl64.632.62.8
81P0423715-20Bs1S544661712201415316fsl51.243.25.6
81P0423820-25Bs2S47534tr16182219344sil44.951.04.1
81P0423925-40BS43574tr17152025324sil41.255.13.74.7
81P0424040-45C1S445621162721362sil43.055.31.74.9
81P0424143-45C2S475316212122311sil46.552.60.94.8
81P0424245-59AbS59411tr56202719221vfsl58.340.80.95.0
81P0424359-68Bb1S7030232217161312182sl69.129.11.84.8
81P0424468-84Bb2S99548433228202118293sl51.645.72.74.8
NSSC SSL Report Creation