*** Supplementary Characterization Data ***
Pedon ID: S1960AK170001( Matanuska-Susitna Borough, Alaska )Print Date: Apr 27 2025 8:39PM

Sampled as on May 30, 1960:CHULITNA
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1960AK170001   Lat: 62° 18' 58.38" north  Long: 150° 14' 16.93" westLincoln Soil Survey Laboratory
-Pedon No. 40A0607Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska

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
 
40A044700-4ES10010010010010010010010010093532681001009996880.020.0170.00211.00.7
40A044714-9BhS100100100100100100100100997238197100999881570.050.0350.00321.30.9
40A044729-15BsS10010010010010010010010010081432051001009989670.040.0260.00313.90.8
40A0447315-24B1S10010010010010010010010010079411941001009987650.040.0280.00314.20.9
40A0447424-30E/BS1001001001001001001001009969371731001009877570.060.0360.00317.50.9
40A0447530-41B21S1001001001001001001001009988311551001009994750.040.0300.00311.43.0
40A0447641-51B22S10010010010010010010010010092281451001009998790.040.0300.00310.43.6
40A0447751-66B3S100100100100100100100100100922311310010010098780.040.0310.0048.43.1
40A0447866-89C/BS10010010010010010010010099811892100999790640.050.0380.0067.52.2
40A0447989-1092C1S100100100100100100100100883574298918046200.150.1120.0255.81.2


*** Supplementary Characterization Data ***
Pedon ID: S1960AK170001( Matanuska-Susitna Borough, Alaska )Print Date: Apr 27 2025 8:39PM
Sampled As:CHULITNA
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0607

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
 
40A044698-0OS------
40A044700-4ES--------------100--------1001.451
40A044714-9BhS--------------100--------1001.451
40A044729-15BsS--------------100--------1001.451
40A0447315-24B1S--------------100--------1001.451
40A0447424-30E/BS--------------100--------1001.451
40A0447530-41B21S--------------100--------1001.451
40A0447641-51B22S--------------100--------1001.451
40A0447751-66B3S--------------100--------1001.451
40A0447866-89C/BS--------------100--------1001.451
40A0447989-1092C1S--------------100--------1001.451
40A044801092C2S------

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.
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---)
 
40A044700-4ES--------------100743445278.300.62
40A044714-9BhS--------------1002328445224.042.74
40A044729-15BsS--------------1001834345173.381.92
40A0447315-24B1S--------------1001933245122.841.44
40A0447424-30E/BS--------------1002329245146.581.36
40A0447530-41B21S--------------1001439345144.341.87
40A0447641-51B22S--------------1001141345123.101.67
40A0447751-66B3S--------------1001241245114.091.64
40A0447866-89C/BS--------------100203414511.391.30
40A0447989-1092C1S--------------10044101450.500.75


*** Supplementary Characterization Data ***
Pedon ID: S1960AK170001( Matanuska-Susitna Borough, Alaska )Print Date: Apr 27 2025 8:39PM
Sampled As:CHULITNA
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A0607

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
 
40A044700-4ES13879trtrtr31038499sil12.479.58.1
40A044714-9BhS46547tr12182521347sil42.650.56.9
40A044729-15BsS35655trtr1112326405sil33.062.24.8
40A0447315-24B1S36644trtr1132225384sil34.661.14.3
40A0447424-30E/BS44563trtr2222020353sil42.953.83.3
40A0447530-41B21S26745trtr152047275sil24.870.54.7
40A0447641-51B22S22785trtrtr21954245sil20.674.64.8
40A0447751-66B3S23773trtrtr12157213sil22.174.63.3
40A0447866-89C/BS37632tr1272747162sil36.161.62.3
40A0447989-1092C1S81192281135261452lfs80.018.41.6
NSSC SSL Report Creation