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Planning New Sewers
Supporting Strength of Pipe
6 other sections not shown
accepted accordance acid additional adequate applied ASTM Designation backfill barrel bearing bedding bell bottom branches carry cent characteristics CLAY SEWER PIPE Column completely compounds conform connecting construction cost cover crushing depth determine developed diameter dimensions discharge drainage drains elevation engineering equal estimated exceed EXTRA STRENGTH factor feet fire fittings flow foot give glaze grade ground water Inches inspection installed joint laid lateral Laying length less limit load lower manhole manufacturer marked material maximum measured meet method necessary Nominal perforated permit placed plans practice present proper rainfall recommended rejection requirements resistance sanitary selected sewage shown side sizes slope Society socket soil spacing specifications specimens spigot spurs STANDARD STRENGTH storm straight sufficient surface Table Tentative thickness tion trench usually Variation VITRIFIED CLAY PIPE wastes width