IDENTIFIERS

  • Current Taxon Name (Soil Name): Clinkenbeard
  • OSD
  • Series Extent
  • User Site ID: 1999MO119205M
  • User Pedon ID: 1999MO119205
  • User Site Association ID: 8542
  • Transect:
  • User Transect ID - 99-05
  • Transect Stop Number - 5
  • Transect Interval - 270.0
  • Lab Information:
  • Certified Lab Pedon Description - no
  • Lab Source ID - MCL
  • Lab Pedon # - M9911917
  • Print Date: 5/20/2024
  • 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: 36.5351639
  • Std. Longitude: -94.2693100
  • Datum: WGS84
  • Township: T21N
  • Range: R31W
  • Section: 22
  • PLSS Details: 894 feet W and 677 feet S of the NE corner
  • Location Description: NE 1/4, NE 1/4, Sec. 22, T 21 N., R 31 W.
  • Map Unit: 73350—Clinkenbeard-Gobbler complex, 3 to 8 percent slopes
  • State: Missouri
  • County: MO119—McDonald
  • MLRA: 116A—Ozark Highland
  • Non-MLRA Soil Survey Area: MO119—McDonald County, Missouri
  • 7.5 Minute USGS Quad: 36094-E3—Jane, Missouri
  • PEDON

  • Describers Name: Jeffrey A. Woodward Kenneth L. Gregg
  • Current Taxonomic Class: Clayey-skeletal, mixed, superactive, mesic Typic Argiudolls
  • Current Taxon Kind: series
  • Pedon Type: TUD pedon
  • Pedon Purpose: laboratory sampling site
  • Pedon Record Orgin: Converted from PDP 3.x
  • Correlated Information:
  • Soil Name - Clinkenbeard
  • PSC - 33 to 71 cm.
  • Classificaton Date - 4/18/2012
  • Moisture Class - udic
  • Sampled As Information:
  • Soil Name - Clinkenbeard
  • Taxonomic Class - Clayey-skeletal, mixed, superactive, mesic Typic Argiudolls
  • Taxon Kind - series
  • Classificaton Date - 11/4/1999
  • Dynamic Soil Properties:
  • Pedoderm Loose Cover Indicator - no
  • Hydric: no


  • SITE

  • Parent Material: slope alluvium derived from sandstone and/or residuum weathered from dolomite
  • Landscape: basin
  • Landform: ridge
  • Geomorphic Component Hills: interfluve
  • Hill Slope Profile: shoulder
  • Slope Shape Across: convex
  • Slope Shape Down: convex
  • Drainage Class: well
  • Surface Fragments: 0.50 percent
  • Benchmark Soil?: no
  • VEGETATION

    SITE OBSERVATION

  • Observation Date: 11/4/1999 (actual site observation date)
  • Air Photo ID: 12B
  • Surface Cover Properties:
  • Site Obs. Cover Kind 1 - grass/herbaceous cover
  • Pedoderm Loose Cover Indicator - no
  • Drained? - no
  • Bedded Soil? - no
  • Forest Plantation? - no
  • Pedon Diagnostic Features
    Feature Kind Feature Depth L-H Feature Thickness L-RV-H
    cm

    mollic epipedon

    argillic horizon

    paralithic contact

    lithic contact

    0—33

    23—71

    71—84

    84—0

    —-

    —-

    —-

    —-

    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

    9

    314

    180

    Ap—0 to 10 centimeters (0.0 to 3.9 inches); very dark gray (10YR 3/1) very flaggy loam; weak fine granular structure; very friable; 25.0 very fine to medium roots throughout and 2.0 coarse roots throughout; 25.0 very fine and fine interstitial and tubular pores; 5 percent by volume flat angular strongly coherent cemented 150-265-380 millimeter sandstone, unspecified fragments and 10 percent by volume nonflat subangular strongly coherent cemented 2-39-75 millimeter sandstone, unspecified fragments and 10 percent by volume nonflat subangular indurated 75-162-250 millimeter limestone, cherty fragments and 15 percent by volume nonflat subangular strongly coherent cemented 250-425-600 millimeter sandstone, unspecified fragments and 15 percent by volume nonflat subangular indurated 2-39-75 millimeter limestone, cherty fragments; abrupt smooth boundary. Lab sample # MU062937
    BA—10 to 23 centimeters (3.9 to 9.1 inches); black (10YR 2/1) extremely flaggy loam; moderate fine granular structure; very friable; 25.0 very fine to medium roots throughout and 2.0 coarse roots throughout; 25.0 very fine and fine interstitial and tubular pores; 5 percent by volume nonflat subangular strongly coherent cemented 250-425-600 millimeter sandstone, unspecified fragments and 10 percent by volume nonflat subangular indurated 75-162-250 millimeter limestone, cherty fragments and 15 percent by volume flat angular strongly coherent cemented 150-265-380 millimeter sandstone, unspecified fragments and 20 percent by volume nonflat subangular strongly coherent cemented 2-39-75 millimeter sandstone, unspecified fragments and 30 percent by volume nonflat subangular indurated 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU062938
    Bt1—23 to 33 centimeters (9.1 to 13.0 inches); 55 percent dark brown (7.5YR 3/2) and 45 percent black (10YR 2/1) extremely flaggy loam; weak very fine and fine subangular blocky structure; very friable; 25.0 very fine to medium roots throughout and 2.0 coarse roots throughout; 25.0 very fine and fine interstitial and tubular pores; 5 percent by volume nonflat subangular strongly coherent cemented 250-425-600 millimeter sandstone, unspecified fragments and 10 percent by volume nonflat subangular indurated 75-162-250 millimeter limestone, cherty fragments and 15 percent by volume flat angular strongly coherent cemented 150-265-380 millimeter sandstone, unspecified fragments and 20 percent by volume nonflat subangular strongly coherent cemented 2-39-75 millimeter sandstone, unspecified fragments and 30 percent by volume nonflat subangular indurated 2-39-75 millimeter limestone, cherty fragments; clear smooth boundary. Lab sample # MU062939
    2Bt2—33 to 61 centimeters (13.0 to 24.0 inches); reddish brown (5YR 4/3) rubbed and 45 percent dark red (2.5YR 3/6) interior and 55 percent dark brown (7.5YR 3/3) interior extremely gravelly clay; weak very fine and fine subangular blocky structure; very firm; 6.0 very fine to medium roots throughout and 1.0 coarse roots throughout; 1.0 very fine interstitial pores; 20 percent faint dark yellowish brown (10YR 3/6) clay films on faces of peds and 40 percent distinct dark brown (7.5YR 3/2) clay films on faces of peds; 5 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese masses throughout; 10 percent by volume nonflat subangular indurated 75-162-250 millimeter chert fragments and 10 percent by volume flat subangular strongly coherent cemented 150-265-380 millimeter sandstone, unspecified fragments and 15 percent by volume nonflat subangular strongly coherent cemented 2-39-75 millimeter sandstone, unspecified fragments and 35 percent by volume nonflat angular indurated 2-39-75 millimeter chert fragments; clear smooth boundary. Lab sample # MU062940. continuous - phpvsfiid 159646; continuous - phpvsfiid 159647; continuous - phpvsfiid 159646; continuous - phpvsfiid 159647
    2Bt3—61 to 71 centimeters (24.0 to 28.0 inches); 70 percent brown (10YR 5/3) and 30 percent yellowish red (5YR 4/6) clay; weak very fine and fine subangular blocky structure; very firm; 2.0 very fine roots throughout; 1.0 very fine interstitial pores; 10 percent distinct olive brown (2.5Y 4/3) clay films on faces of peds; 2 percent fine spherical noncoherent cemented black (N 2/0) iron-manganese masses throughout and 5 percent fine irregular noncoherent cemented strong brown (7.5YR 5/6) masses of oxidized iron throughout; 5 percent by volume subangular 2-39-75 millimeter limestone, cherty fragments and 5 percent by volume subangular 2-39-75 millimeter sandstone, unspecified fragments; abrupt smooth boundary. Lab sample # MU062941. discontinuous - phpvsfiid 150699; discontinuous - phpvsfiid 150699
    2Cr—71 to 84 centimeters (28.0 to 33.1 inches); 55 percent gray (2.5Y 6/1) and 45 percent light brownish gray (2.5Y 6/2) very channery silty clay; massive; very firm; 1.0 very fine and fine roots in cracks; 1.0 very fine interstitial pores; 20 percent distinct grayish brown (2.5Y 5/2) clay films on upper surfaces of peds or rocks; 5 percent fine irregular noncoherent cemented black (N 2/0) iron-manganese masses throughout and 20 percent fine irregular noncoherent cemented strong brown (7.5YR 5/6) masses of oxidized iron throughout; 50 percent by volume 2-76-150 millimeter limestone, unspecified fragments; abrupt smooth boundary. Lab sample # MU062942. 1" seams on top of bedrock. SIL in C material SIC in clay seams. Clay films on horizontal seams of SIC 2.5Y 5/2.; discontinuous - phpvsfiid 150700; discontinuous - phpvsfiid 150700
    2R—84 centimeters (33.1 inches); bedrock; fragments.