Appendices to NCHRP Research Report 842 (2017) / Chapter Skim
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Pages 113-141
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SITE AV Attenuati calculate 12ft (3.7m resulting respectiv G6, respe While th was foun ground b shifting calculate dBA, res ERAGED on for the d for barrier ) barrier w average we ely, are show ctively.
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Figure G and resul 2: Levels w tant noise r Figure ith and with eduction G3: Site ave out a 10ft ( raged profil G3 3m) barrier es, as modif , calculated ied by a 14f for the site t (4.3m)
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Figure G and resul 4: Levels w tant noise r Figure ith and with eduction G5: Site ave out a 14ft (4 raged profil G4 .3m) barrier es, as modif , calculated ied by a 16f for the site t (4.9m)
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Figure G and resul MODIFI In additio heavy tr weightin a 12ft (3. 6: Levels w tant noise r ED HEAV n to showin uck runs w g method w 7m)
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Figure G (3.7m) ba Figure G (3.7m)
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Figure G (3.7m) ba MODIFI To show to the cor 29: Correc rrier ED HEAV the effects o rected profi ted vertical Y TRUCK f varying b les when a 1 profiles me PROFILES arrier height 4ft (4.3m)
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Figure G (4.3m) ba 52: Correc rrier ted vertical profiles me G29 asured for Run 61 at NC16, as m odified by a 14ft
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