*** Supplementary Characterization Data ***
Pedon ID: S1966MI061003( Houghton, Michigan )Print Date: Nov 21 2024 11:42AM

Sampled as on Oct 8, 1966:Kalkaska ; Sandy, mixed Typic Haplorthods
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1966MI061003   Lat: 47° 6' 40.00" north  Long: 88° 35' 29.21" westBeltsville Soil Survey Laboratory
-Pedon No. 40A1973Soil Laboratory
-General Methods 1B1A, 2A1, 2BBeltsville, Maryland

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
 
40A156850-4AS1001001001001001001001007115127498814216140.340.2880.01326.46.0
40A156864-18ES1001001001001001001009977107429886501280.300.2480.0684.41.1
40A1568718-28BhS10010010010010010099987897549787511180.300.2450.0823.61.0
40A1568828-58BhsS10010010010010010010099807321988854940.280.2290.1022.70.8
40A1568958-85BS10010010010010010010099846321989263830.240.2020.1032.30.8
40A1569085-165C1S100100100100100100100100742111998542310.330.2850.1172.80.9
40A15691165-308C2S10010010010010010010099672111977835310.380.3200.1233.11.0
40A1569218-28S10010010010010010010099816322988957830.270.2200.1032.60.8

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
 
40A156850-4AS--------------100--------1001.451
40A156864-18ES1----1--tr1991--tr1991.461
40A1568718-28BhS2----2--11982--11981.461
40A1568828-58BhsS1----1--tr1991--tr1991.461
40A1568958-85BS1----1--tr1991--tr1991.461
40A1569085-165C1S--------------100--------1001.451
40A15691165-308C2S1----1--tr1991--tr1991.461
40A1569218-28S1----1--tr1991--tr1991.461

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: S1966MI061003( Houghton, Michigan )Print Date: Nov 21 2024 11:42AM
Sampled As:KalkaskaSandy, mixed Typic Haplorthods
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A1973

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---)
 
40A156850-4AS--------------1004762456.775.60
40A156864-18ES1--------tr1995031451.190.95
40A1568718-28BhS1--------11994922454.440.83
40A1568828-58BhsS1--------tr1995311456.131.60
40A1568958-85BS1--------tr1995311453.070.93
40A1569085-165C1S--------------10054451.22
40A15691165-308C2S1--------tr19954451.13
40A1569218-28S1--------tr1995311456.061.56

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
 
40A156850-4AS9010421741273284ls86.410.13.5
40A156864-18ES111936211237394152s91.86.12.1
40A1568718-28BhS222944411138424134s92.34.13.6
40A1568828-58BhsS111963211035465112s96.02.51.5
40A1568958-85BS11197221730565112fs96.81.71.5
40A1569085-165C1S100tr111443392tr1s99.00.10.9
40A15691165-308C2S111991220443321s99.2--0.8
40A1569218-28S11197221933505112s96.61.61.8
NSSC SSL Report Creation