1. Surveying and recording the details (type, dimensions, and layout) of the existing pavement markings on the bridge, within the work limits, prior to performing any deck work, for review and approval of the Engineer. This information will be used to determine the temporary and final pavement markings on the bridge. 2. Micro-milling the existing bridge deckís rubberized asphalt chip sealing areas and concrete patch repair areas. 3. Immediately following the completion of micro-milling operations, performing bridge deck concrete overlay repair work. 4. As soon as weather permits, installing a new rubberized asphalt chip sealing surface. 5. Within 48 hours of completion of chip seal installation operations across both northbound and southbound lanes of the bridge, conducting post-pavement sweeping of the new chip seal deck surface, and installing temporary pavement markings. 6. After 30 days, conducting post-pavement sweeping of the northbound/southbound new chip seal deck surfaces, and installing final deck pavement markings.
