*** Supplementary Characterization Data ***
Pedon ID: 97GA159001( Jasper, Georgia )Print Date: Nov 21 2024 12:00PM

Sampled as on Feb 3, 1997:Lloyd ; Fine, kaolinitic Rhodic Kanhapludults
Revised to :
United States Department of Agriculture
SSL-ProjectCP98GA038   GEORGIA-JASPER COUNTY LLOYDNatural Resources Conservation Service
-Site IDS1997GA159001   Lat: 33° 13' 51.99" north  Long: 83° 36' 53.99" westNational Soil Survey Center
-Pedon No. 98P0122Soil 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
 
98P008290-23ApS1001001001001001001001009353423225100978156480.110.059-->1000.3
98P0083023-43Bt1S1001001001001001001001009464564638100978467610.040.009-->1000.1
98P0083143-84Bt2S1001001001001001001001009466584741100978468620.030.007--89.70.1
98P0083284-115Bt3S1001001001001001009999936862534698968570660.010.003--43.20.2
98P00833115-142BCS1001001001001001001001009465584536100988368620.030.009--90.80.1
98P00834142-180CS1001001001001001001001009256463325100977860510.100.0400.001>1000.2
98P00835147-149S1001001001001001001001009461533930100988264570.070.015-->1000.1

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
 
98P008290-23ApStr----------tr100------tr1001.451
98P0083023-43Bt1S--------------100--------1001.451
98P0083143-84Bt2Str----------tr100------tr1001.451
98P0083284-115Bt3S1----1--1tr991--1tr991.461
98P00833115-142BCStr----------tr100------tr1001.451
98P00834142-180CStr--------tr--100----tr--1001.451
98P00835147-149S--------------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.


*** Supplementary Characterization Data ***
Pedon ID: 97GA159001( Jasper, Georgia )Print Date: Nov 21 2024 12:00PM
Sampled As:LloydFine, kaolinitic Rhodic Kanhapludults
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  98P0122

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---)
8D1
 
98P008290-23ApStr----------tr10028121445130.360.580.43
98P0083023-43Bt1S--------------100211221450.450.290.40
98P0083143-84Bt2Str----------tr100211222450.450.260.42
98P0083284-115Bt3S1----1--1tr99181125450.390.190.42
98P00833115-142BCStr----------tr100211420450.350.160.41
98P00834142-180CStr--------tr--100271414450.370.180.51
98P00835147-149S--------------100231517450.360.200.46

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
 
98P008290-23ApS7030341421331182234scl52.122.525.45.8
98P0083023-43Bt1S633762tr521271082962cl39.022.638.45.7
98P0083143-84Bt2S6337681521271082968c37.621.840.65.2
98P0083284-115Bt3S222623687152127973088c33.519.646.95.0
98P00833115-142BCS604057tr32225963357cl38.325.336.45.2
98P00834142-180CS653533425251172833scl48.826.324.94.8
98P00835147-149S623844tr323261073244cl42.926.730.45.1
NSSC SSL Report Creation