*** Supplementary Characterization Data ***
Pedon ID: S1958TN105009( Loudon, Tennessee )Print Date: Nov 24 2024 1:08AM

Sampled as on Apr 8, 1958:Waynesboro
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1958TN105009   Lat: 35° 42' 9.00" north  Long: 84° 14' 23.00" westLincoln Soil Survey Laboratory
-Pedon No. 40A5029Soil 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
 
40A380110-5A1S10010010010010092845944322414751454134302.070.8590.003>1000.2
40A380125-18ES100100100100100989588745440241484756956500.130.0480.001>1000.5
40A3801318-38A2S100100100100100999791796350342487807567590.060.0210.001>1000.4
40A3801438-53B1S100100100100100999793766251382986787364590.060.019-->1000.2
40A3801553-79B21S1001001001001001009997836757463991847969640.030.008--83.40.1
40A3801679-107B22S100100100100100999896857061545092868172670.020.002--48.20.1
40A38017107-135B3S100100100100100999896816660575491837768640.020.002--56.60.1
40A38018135-152CS100100100100100999896796357555489817565610.040.002-->100--
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
 
40A380110-5A1S41----41--16255941--1625591.781
40A380125-18ES12----12--578812--57881.531
40A3801318-38A2S9----9--36919--36911.511
40A3801438-53B1S7----7--34937--34931.501
40A3801553-79B21S3----3--12973--12971.471
40A3801679-107B22S4----4--22964--22961.481
40A38017107-135B3S4----4--22964--22961.481
40A38018135-152CS4----4--22964--22961.481

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: S1958TN105009( Loudon, Tennessee )Print Date: Nov 24 2024 1:08AM
Sampled As:Waynesboro
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A5029
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---)
 
40A380110-5A1S28--------11177220155331.080.53
40A380125-18ES7--------349322218420.500.39
40A3801318-38A2S5--------2395192014430.310.35
40A3801438-53B1S4--------2296191716430.270.36
40A3801553-79B21S2--------1198181422450.240.36
40A3801679-107B22S2--------119816928440.200.35
40A38017107-135B3S2--------119818530440.180.35
40A38018135-152CS2--------119820430440.160.35
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
 
40A380110-5A1S4444443125715137138123213l49.438.811.8
40A380125-18ES1414144443165129178133618l42.841.815.4
40A3801318-38A2S12121243463151181212133836l35.638.226.2
40A3801438-53B1S10101049424112128139123446cl37.031.631.4
40A3801553-79B21S55554416410129189133167c34.025.940.1
40A3801679-107B22S8885834998141020121225108c30.517.651.9
40A38017107-135B3S99970211181220132210915130c33.410.156.5
40A38018135-152CS9997715117162013241088128c36.77.156.2
NSSC SSL Report Creation