*** Supplementary Characterization Data ***
Pedon ID: S1955IN101002( Martin, Indiana )Print Date: Nov 23 2024 7:29AM

Sampled as on Jul 30, 1955:Zanesville
Revised to :
United States Department of Agriculture
SSL-ProjectNL40010   SSIR SAMPLESSoil Conservation Service
-Site IDS1955IN101002   Beltsville Soil Survey Laboratory
-Pedon No. 40A5289Soil 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
 
40A397410-13AS1001001001001001001001009987643923100999992810.020.0090.00128.41.0
40A3974213-23ES1001001001001001001001009987694326100999992810.010.007--25.41.0
40A3974323-30B1S100100100100100100100100998158392799999987710.020.011--50.10.6
40A3974430-51B2S1001001001001001001001009994492813100999896920.030.0200.00122.31.2
40A3974551-61Bx1S1001001001001001001001009894643618100999896910.020.0100.00122.81.1
40A3974661-91Bx2S1001001001001001001001009995603518100999897930.020.0120.00126.71.0
40A3974791-1222BxS100100100100100100100100978859362199989590850.020.0120.00135.21.0
40A39748122-1522B1S100100100100100100100100968561423099979487820.020.009--42.90.5
40A39749152-2292B2S100100100100100100100100979346241099989794920.030.0220.00213.81.0
40A39750229-2902B3S100100100100100100100100979343231099989795920.030.0230.00213.51.2
40A39751290-3352B4S1001001001001001001001009995543116100999896940.020.0160.00127.61.1


*** Supplementary Characterization Data ***
Pedon ID: S1955IN101002( Martin, Indiana )Print Date: Nov 23 2024 7:29AM
Sampled As:Zanesville
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5289

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
 
40A397410-13AS--------------100--------1001.451
40A3974213-23ES--------------100--------1001.451
40A3974323-30B1S--------------100--------1001.451
40A3974430-51B2S--------------100--------1001.451
40A3974551-61Bx1S--------------100--------1001.451
40A3974661-91Bx2S--------------100--------1001.451
40A3974791-1222BxS--------------100--------1001.451
40A39748122-1522B1S--------------100--------1001.451
40A39749152-2292B2S--------------100--------1001.451
40A39750229-2902B3S--------------100--------1001.451
40A39751290-3352B4S--------------100--------1001.451

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---)
 
40A397410-13AS--------------100103212450.47
40A3974213-23ES--------------100103014450.42
40A3974323-30B1S--------------100162415450.42
40A3974430-51B2S--------------1004437451.01
40A3974551-61Bx1S--------------10054010451.24
40A3974661-91Bx2S--------------10044110451.40
40A3974791-1222BxS--------------10083511450.74
40A39748122-1522B1S--------------100102816450.42
40A39749152-2292B2S--------------1005456451.23
40A39750229-2902B3S--------------1004455451.40
40A39751290-3352B4S--------------1003439450.83


*** Supplementary Characterization Data ***
Pedon ID: S1955IN101002( Martin, Indiana )Print Date: Nov 23 2024 7:29AM
Sampled As:Zanesville
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5289

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
 
40A397410-13AS247629111913225429sil18.658.722.7
40A3974213-23ES2674361--11015165836sil19.154.626.3
40A3974323-30B1S4060371111622184237cl29.243.827.0
40A3974430-51B2S99115--1125504115sil7.878.913.3
40A3974551-61Bx1S109022--1125345622sil8.673.717.7
40A3974661-91Bx2S99121--1125405221sil7.275.217.6
40A3974791-1222BxS19812712366334727sil15.163.921.0
40A39748122-1522B1S26744213598294442sicl18.551.729.8
40A39749152-2292B2S9911112133514011si8.381.510.2
40A39750229-2902B3S9911112123543711si8.282.09.8
40A39751290-3352B4S79319--1123484519sil5.878.016.2
NSSC SSL Report Creation