IDENTIFIERS

  • Current Taxon Name (Soil Name): Drummer
  • OSD
  • Series Extent
  • User Site ID: TR0022006IN023SH023007
  • User Pedon ID: TR0022006IN023SH023007
  • Transect:
  • User Transect ID - TRIN023SH023-Drummer-2
  • Transect Stop Number - 7
  • Transect Interval - 16.0
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - SSL
  • Lab Pedon # - 08N0873
  • NCSS Pedon Lab Data NASIS Record ID - 79391
  • Print Date: 12/5/2025

    • LOCATION

  • Location In Web Soil Survey
  • AOI is roughly a square mile and pedon is marked in the center.
  • Location in SoilWeb
  • Location in Google Maps
  • Std. Latitude: 40.2222137
  • Std. Longitude: -86.5835419
  • Datum: WGS84
  • Township: 21N
  • Range: 2W
  • Section: 36
  • Map Unit: Dr—Drummer silty clay loam
  • Country: US—United States
  • State: Indiana
  • MLRA: 111A—Indiana and Ohio Till Plain, Central Part
  • Non-MLRA Soil Survey Area: IN023—Clinton County, Indiana

    • PEDON

  • Describers Name: Stephens, Norm
  • Current Taxonomic Class: Fine-silty, mixed, superactive, mesic Typic Endoaquolls
  • Current Taxon Kind: series
  • Pedon Type: within range of map unit
  • Pedon Purpose: soil survey inventory
  • Pedon Record Orgin: NASIS
  • Correlated Information:
  • Soil Name - Drummer
  • PSC - 25 to 100 cm.
  • Classificaton Date - 7/15/2010
  • Soil Taxonomic Edition - tenth edition
  • Moisture Subclass - udic
  • Sampled As Information:
  • Soil Name - Elpaso
  • Classificaton Date - 7/10/2006
  • Dynamic Soil Properties:
  • Erosion Class - 0
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


    • SITE

  • Parent Material: glacial fluvial
  • Landscape: glacial fluvial till plain
  • Landform: overflow channel glacial drainage channel
  • Geomorphic Component Flats: dip
  • Hill Slope Profile: toeslope
  • Slope Position: lower third
  • Slope Complexity: simple
  • Slope Shape Across: linear
  • Slope Shape Down: concave
  • Drainage Class: poorly
  • Flooding: none flooding
  • Surface Fragments:
  • Benchmark Soil?: no

    • VEGETATION

    SITE OBSERVATION

  • Observation Date: 7/10/2006 (actual site observation date)
  • Surface Water Kind: none observed
  • Microrelief Kind: microlow
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - crop cover
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
    • Pedon Restrictions
    Kind Hardness Restriction Depth L-H Restriction Thickness L-RV-H
    cm

    densic material

    strongly coherent

    180 - 203

    - 100 -

    Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    mollic epipedon

    0—42

    —-
    Setting and Climate
    Slope Slope Length USLE Upslope Length Elev. Corr. Elev Aspect MAP REAP FFD MAAT MSAT MWAT MAST MSST MWST MFFP PE Index Climate Station ID Climate Station Name Climate Station Type
    % m degrees mm mm C mm

    0

    —

    —

    266

    —

    23

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —

    —
    Ap—0 to 26 centimeters (0.0 to 10.2 inches); black (2.5Y 2.5/1) crushed silt loam; 27 percent clay; moderate medium subangular blocky parts to moderate fine granular structure; friable; 2.0 very fine roots throughout and 1.0 fine roots throughout; fragments; noneffervescent, by hcl, 1n; abrupt smooth boundary. Lab sample # 08N01434; observed in push tube
    A—26 to 42 centimeters (10.2 to 16.5 inches); black (2.5Y 2.5/1) crushed silt loam; 27 percent clay; moderate medium subangular blocky parts to moderate fine granular structure; friable; 2.0 very fine roots throughout and 1.0 fine roots throughout; fragments; noneffervescent, by hcl, 1n; clear smooth boundary.; observed in push tube
    Btg1—42 to 52 centimeters (16.5 to 20.5 inches); dark grayish brown (2.5Y 4/2) crushed silty clay loam; 32 percent clay; moderate medium subangular blocky parts to moderate medium subangular blocky structure; firm; 1.0 very fine roots throughout and 1.0 fine roots throughout; 50 percent distinct black (2.5Y 2.5/1), moist, organoargillans on all faces of peds; 1 percent medium distinct cylindrical noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; fragments; noneffervescent, by hcl, 1n; clear smooth boundary.; observed in push tube. continuous - phpvsfiid 550977; continuous - phpvsfiid 550977
    Btg2—52 to 88 centimeters (20.5 to 34.6 inches); gray (2.5Y 6/1) crushed silty clay loam; 33 percent clay; moderate medium subangular blocky parts to moderate medium subangular blocky structure; firm; 1.0 very fine roots throughout and 1.0 fine roots throughout; 10 percent distinct black (2.5Y 2.5/1), moist, organoargillans on all faces of peds; 3 percent fine distinct irregular noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; fragments; noneffervescent, by hcl, 1n; clear smooth boundary.; observed in push tube. continuous - phpvsfiid 550978; continuous - phpvsfiid 550978
    Btg3—88 to 125 centimeters (34.6 to 49.2 inches); grayish brown (2.5Y 5/2) crushed silty clay loam; 28 percent clay; moderate medium subangular blocky parts to moderate medium subangular blocky structure; firm; 1.0 very fine roots throughout and 1.0 fine roots throughout; 10 percent distinct very dark gray (2.5Y 3/1), moist, organoargillans on all faces of peds; 10 percent fine distinct irregular noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; fragments; noneffervescent, by hcl, 1n; clear smooth boundary.; observed in push tube. continuous - phpvsfiid 550979; continuous - phpvsfiid 550979
    2BCg—125 to 150 centimeters (49.2 to 59.1 inches); gray (2.5Y 5/1) crushed stratified stratified very fine sandy loam to loam; 10 percent clay; weak medium subangular blocky parts to weak medium subangular blocky structure; friable; 5 percent fine distinct irregular noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; nonflat subrounded indurated 2-5-75 millimeter chert fragments and 1 percent by volume flat subangular indurated 2-10-75 millimeter shale, unspecified fragments; violent effervescence, by hcl, 1n; clear smooth boundary.; observed in push tube
    3CB—150 to 180 centimeters (59.1 to 70.9 inches); olive brown (2.5Y 4/4) crushed loam; 10 percent clay; weak medium subangular blocky structure; very firm; 25 percent fine distinct irregular noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; nonflat subrounded indurated 2-5-75 millimeter basalt fragments and 1 percent by volume nonflat subrounded indurated 2-5-75 millimeter chert fragments and 1 percent by volume flat subangular indurated 2-10-75 millimeter shale, unspecified fragments and 1 percent by volume nonflat subrounded indurated 2-5-75 millimeter granite fragments; violent effervescence, by hcl, 1n; clear smooth boundary.; observed in push tube
    3Cd—180 to 203 centimeters (70.9 to 79.9 inches); olive brown (2.5Y 4/4) crushed loam; 15 percent clay; structureless massive; extremely firm; 50 percent fine distinct irregular noncoherent cemented yellowish brown (10YR 5/6), moist, masses of oxidized iron with clear boundaries in matrix; nonflat subrounded indurated 2-5-75 millimeter chert fragments and nonflat subrounded indurated 2-5-75 millimeter basalt fragments and 1 percent by volume nonflat subrounded indurated 2-5-75 millimeter granite fragments and 1 percent by volume flat subangular indurated 2-10-75 millimeter shale, unspecified fragments; violent effervescence, by hcl, 1n.; observed in push tube