*** Supplementary Characterization Data ***
Pedon ID: S1995IN073003( Jasper, Indiana )Print Date: Dec 4 2024 3:29AM

Sampled as on Nov 4, 1995:Newton ; Sandy, mixed Typic Endoaquolls
Revised to correlated on Aug 1, 2000:(unnamed) ; Sandy, mixed, isothermic Typic Humaquept
United States Department of Agriculture
SSL-ProjectCP96IN031   JASPER COUNTY IN-WETNatural Resources Conservation Service
-Site IDS1995IN073003   Lat: 41° 9' 11.01" north  Long: 86° 59' 4.00" west  MLRA: 98National Soil Survey Center
-Pedon No. 96P0066Soil 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
 
96P006925-18A1S100100100100100100100100932616118100997628240.180.1520.00452.116.7
96P0069318-32A2S100100100100100100100100942010751001007922160.180.1570.01810.54.0
96P0069432-55ABS10010010010010010010010094146431001007617110.200.1680.0454.31.7
96P0069555-76Bg1S100100100100100100100100931043210099731280.210.1760.0702.91.2
96P0069676-104Bg2S100100100100100100100100915trtrtr1009967730.230.1930.1052.10.9
96P00697104-117Bg3S10010010010010010010010087832110098541050.280.2300.0992.80.8
96P00698117-144Bg4S10010010010010010010010090822210099651130.230.1930.0912.50.9
96P00699144-170Bg5S10010010010010010010010090732210099611040.250.2060.0962.60.9
96P00700170-207Bg6S10010010010010010010010089943310099621150.240.2000.0862.80.9
96P00701207-230Bg7S100100100100100100100100928321100100701240.210.1830.0862.51.0
96P00702104-110Bg3S10010010010010010010010092241075100997030170.200.1580.01811.22.8
96P00703180-190Bg6S1001001001001001001001009722321100100893660.150.1280.0552.80.9


*** Supplementary Characterization Data ***
Pedon ID: S1995IN073003( Jasper, Indiana )Print Date: Dec 4 2024 3:29AM
Sampled As:NewtonSandy, mixed Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  96P0066

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
 
96P006910-5OaS------
96P006925-18A1S--------------100--------1001.4511.841.9031.841.9010.830.83
96P0069318-32A2S--------------100--------100
96P0069432-55ABS--------------100--------1001.4511.581.9031.581.9010.830.83
96P0069555-76Bg1S--------------100--------1001.4511.521.9031.521.9010.830.83
96P0069676-104Bg2S--------------100--------1001.4511.511.9031.501.9010.830.83
96P00697104-117Bg3S--------------100--------1001.4511.491.9031.501.9010.830.83
96P00698117-144Bg4S--------------100--------1001.4511.491.9031.491.9010.830.83
96P00699144-170Bg5S--------------100--------1001.4511.491.9031.491.9010.830.83
96P00700170-207Bg6S--------------100--------1001.4511.491.9031.491.9010.830.83
96P00701207-230Bg7S--------------100--------1001.451
96P00702104-110Bg3S--------------100--------1001.451
96P00703180-190Bg6S--------------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.
3The saturated 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---)
8D14C1
 
96P006925-18A1S--------------1004294639224.031.840.17
96P0069318-32A2S--------------100283.001.28
96P0069432-55ABS--------------100494232132.281.070.08
96P0069555-76Bg1S--------------10050313872.751.000.04
96P0069676-104Bg2S--------------10053139640.000.04
96P00697104-117Bg3S--------------10052214143.140.640.03
96P00698117-144Bg4S--------------10053114142.290.530.03
96P00699144-170Bg5S--------------10053114140.750.500.02
96P00700170-207Bg6S--------------10052114141.800.440.02
96P00701207-230Bg7S--------------1005221450.62
96P00702104-110Bg3S--------------1004673451.360.49
96P00703180-190Bg6S--------------1005131452.380.77


*** Supplementary Characterization Data ***
Pedon ID: S1995IN073003( Jasper, Indiana )Print Date: Dec 4 2024 3:29AM
Sampled As:NewtonSandy, mixed Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  96P0066

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
 
96P006910-5OaS3.3
96P006925-18A1S83179125524899fsl76.115.98.03.4
96P0069318-32A2S88125tr22596665lfs83.711.35.04.1
96P0069432-55ABS9283tr25616533fs89.57.62.94.3
96P0069555-76Bg1S9462127625422fs92.35.72.04.2
96P0069676-104Bg2S973tr1326043trfs97.42.50.14.1
96P00697104-117Bg3S9641tr244445221s94.83.81.44.1
96P00698117-144Bg4S9912tr134559tr12fs97.21.11.74.7
96P00699144-170Bg5S9822139517112fs96.51.91.64.8
96P00700170-207Bg6S9823237527113fs95.12.42.55.1
96P00701207-230Bg7S9731trtr30598211fs95.92.81.37.7
96P00702104-110Bg3S871351304214765ls83.212.14.74.1
96P00703180-190Bg6S9551trtr115430411fs93.94.81.35.1
NSSC SSL Report Creation