Section No. 9 BILL NO. 1 ASPHALT LAYERS Asphalt mix designs Stone skeletal mixes: (d) Ultrathin Friction Courses (UTFC) (Bitumen Rubber binder) Sand skeletal mixes: (a) Continuously graded base or surfacing (EMB; level II) Construction of trial sections Asphalt layers (Continuously graded Asphalt with 20% reclaimed material, 45mm placed by paver) Removal of trial section where so instructed by the Engineer Application of bond coat Stable “grade 30% net bitumen emulsion as specified. Applied with a calibrated distributer Rehabilitation (g) Continuously graded Asphalt, 45mm placed by paver (20 % reclaimed asphalt) (h) Continuously graded Asphalt Correction layer, variable thickness (max 20mm) placed by paver (20 % reclaimed asphalt)
Appears in 2 contracts
Sources: Contract Data, Rehabilitation Agreement