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Pipe and Pipe Installation Considerations     125



                                 Group
      Main Divisions             Symbol  Typical Names
                Gravels                  Well-graded gravels and gravel-
                                 GW
                50% or                   sand mixtures, little or no fines
                         Clean
                more of
                         gravels
                course           GP      Poorly graded gravels and gravel-
                fraction                 sand mixtures, little or no fines
      Course-   retained                 Silty gravels, gravel-sand-silt
      grained   on the   Gravels  GM     mixtures
      soils     4.75 mm  with
      More      (No. 4)   fines  GC      Clayey gravels, gravel-sand-clay
      than 50%   sieve                   mixtures
      retained   Sands                   Well-graded sands and gravelly
      on the    50% or           SW      sands, little or no fines
      0.075 mm   more of   Clean
      (No. 200)   course  sands          Poorly graded sands and gravelly
      sieve     fraction         SP      sands, little or no fines
                passes
                                 SM      Silty sands, sand-silt mixtures
                the 4.75  Sands
                mm       with
                (No. 4)   fines  SC      Clayey sands, sand-clay mixtures
                sieve
                                         Inorganic silts, very fine sands,
                                 ML      rock four, silty or clayey fine
                                         sands
                Silts and clays
                                         Inorganic clays of low to medium
      Fine-     Liquid limit 50%   CL    plasticity, gravelly/sandy/silty/
      grained   or less                  lean clays
      soils
      More                       OL      Organic silts and organic silty
      than 50%                           clays of low plasticity
      passes the                         Inorganic silts, micaceous or
      0.075 mm                   MH      diatomaceous fine sands or
      (No. 200)                          silts, elastic silts
                Silts and clays
      sieve
                Liquid limit greater     Inorganic clays or high plasticity,
                                 CH
                than 50%                 fat clays
                                         Organic clays of medium to high
                                 OH
                                         plasticity
                                         Peat, muck, and other highly
      Highly organic soils       PT
                                         organic soils

     Source: ASTM D2487
     TABLE 4.3  Unified Soil Classification System (USCS)
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