Work on this project shall consist of milling and overlaying approximately 3.1 miles of SR 16 from approximately 0.11 miles east of the intersection of SR 15/SR 16 (BOP Sta. 10+00) to approximately 0.11 mile west of the intersection of SR 16/Williamson Avenue (EOP Sta. 173+71). SR 16 has the following station equation: 33+06 BK = 32+25 AH The existing pavement for the eastbound lane of SR 16 from Sta. 10+00 to Sta. 173+71 consists of 8” & variable of asphalt over 5” of JRCP, all over various base courses with 12-foot lanes & variable, and variable width paved inside and outside shoulders. The westbound lane of SR 16 from Sta. 10+00 to Sta. 173+71 consists of 15” & variable of asphalt over 5” of JRCP, all over various base courses with 12-foot lanes, and variable width paved inside and outside shoulders. The east and westbound lanes have multiple sections of curb and gutter, median islands, and parking areas. The existing asphalt roadways and paved shoulders shall be fine milled 2” and overlaid with 2” of 12.5-mm, MT asphalt.
