Work includes in accordance with plans and specifications by planing, performing pavement repairs, and resurfacing an approximately 8-1/2 mile section of Interstate 77 from SLM 4.02 to 12.39, including all related items of work. Major items feature 1.000 LS of clearing and grubbing; 65.000 CY of excavation; 76.000 CY of embankment; 396.000 SY of subgrade compaction; 300.000 CY of partial depth pavement repair (441); 738.000 SY of pavement planing, asphalt concrete; 49.000 CY of asphalt concrete base, PG64-22; 66.000 CY of aggregate base; 32,618.000 GAL of tack coat; 16,037.000 GAL of prime coat; 10,632.000 CY of fine graded polymer asphalt concrete, type B; 48.000 CY of asphalt concrete surface course; 1,117.000 CY of compacted aggregate; 80,194.000 SY of shoulder preparation; 173,605.000 FT of rumble strips, shoulder (asphalt concrete); 382,763.000 SY of pavement planing, asphalt concrete, class A; 947.000 EACH of RPM; 34.780 miles of wet reflective epoxy pavement marking, edge line, 6"; 16.740 miles of wet reflective epoxy pavement marking, lane line, 6"; 3,566.000 FT of wet reflective epoxy pavement marking, channelizing line, 12"; 3,018.000 FT of wet reflective epoxy pavement marking, dotted line, 6"; 50.200 miles of grooving for 6" recessed pavement marking (asphalt); 3,018.000 FT of grooving for 6" recessed pavement marking (asphalt); 1,940.000 FT of grooving for 12" recessed pavement marking (asphalt); 1.320 miles of grooving for 6" recessed pavement marking (concrete); 1,616.000 FT of grooving for 12" recessed pavement marking (concrete); 200.000 hours of law enforcement officer with patrol car for assistance; and 128.000 SNMT of digital speed limit (DSL) sign assembly.
