Intersection Improvements and U-Turn Modifications

Specifications include, but are not limited to: 210A000 Unclassified Excavation 1,217 CUYD; 210D000 Borrow Excavation 995 CUYD; 327A021 Plant Mix Bituminous Base, Mix 2 537 Ton; 405A000 Tack Coat 1,393 Gal; 408B001 Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 5,510 SQYD; 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 526 Ton; 424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 269 Ton; 424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 21 Ton; 424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D 322 Ton; 430B034 Aggregate Surfacing (ALDOT #57 Crushed Stone) 5 Ton; 430B042 Aggregate Surfacing (Crushed Aggregate Base, Type A) 48 Ton; 430B046 Aggregate Surfacing (Aldot #2) 167 Ton; 600A000 Mobilization (1.000) LS; 614A000 Slope Paving 22 CUYD; 623B001 Concrete Curb, Type N Special 88 LF; 650A000 Topsoil 217 CUYD...