Page 433 - Design of Reinforced Masonry Structures
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WALLS UNDER AXIAL AND TRANSVERSE LOADS        6.83

         TABLE 6.10    Transmission Loss for Various Barrier Materials [6.35]

                      Thickness  TL a                   Thickness
            Material    (in.)  (dBA)       Material       (in.)  TL  (dBA)
                                                                   a
         Woods b                    Concrete, Masonry, etc.
          Fir           1 / 2   17   Light concrete        4        36
                         1      20                         6        39
                         2      24
                                     Dense concrete        4        40
          Pine          1 / 2   18
                         1      19   Concrete block        4        32
                         2      23                         6        36
                                    Composites
          Redwood       1 / 2   16
                         1      19   Aluminum-faced        3 / 4  21–23
                         2      23    plywood e
                                     Aluminum-faced        3 / 4  21–23
          Cedar         1 / 2   15    particle board e
                         1      18    Plastic lamina on    3 / 4  21–23
                         2      22    plywood
                                      Plastic lamina on    3 / 4  21–23
          Plywood       1 / 2   20    particle board
                         1      23
          Particle board c  1 / 2  20
         Metals d                   Miscellaneous
          Aluminum      1 / 16  23
                        1       25    Glass (safety glass)  1       22
                         / 8                               / 4
                        1       27   Plexiglass (shatterproof)  —
                         / 4
                                     Masonite              1 / 2  22–25
          Steel        24 ga    18   Fiberglass/Resin      1 / 4    20
                       20 ga    22    Stucco on metal lath  1       32
                       16 ga    25    Polyester with aggregate  3  20–30
                                      Surface f
          Lead          1 / 16  28
           a
           A weighted TL is based on generalized truck spectrum.
           b
           Tongue-and-groove boards recommended to avoid leaks (for fir, pine, redwood, and cedar).
           c
           Should be treated for water resistance.
           d
           May require treatment to reduce glare (for aluminum and steel).
           e
           Aluminum is 0.01 in. thick. Special care is necessary to avoid delamination (for all composites).
           f
           TL depends on surface density of the aggregate.

         latter type is easy to build and economical due to the reduced thickness of the wall and
         intermittent pier foundations. The panel is designed to span horizontally between the
         piers. In both cases, design lateral loads on the wall can be determined as discussed also
         in the previous section. A discussion on pier and panel highway sound barrier walls can
         be found in NCMA TEK Notes [6.36, 6.37]. Reference 6.36 also provides design tables
         (based on allowable stress design method) for 6-, 8-, and 12-in.-thick concrete masonry
         cantilever highway noise barrier walls spanning 10 to 20 ft in 2-ft increments. Likewise,
         Ref. [6.37] provides allowable stress design (ASD) tables concrete masonry pier and
         panel sound barrier walls.
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