4-27 pavement surface in that Lot at no additional expense to the De partment. Such remedial action may include but is not limited to removal and replacemen t of the unacceptable pavement. In the event remedial action is necessary, the Contr actor shall submit a written plan to the Resident outlining the scope of the remedial work. The Resident must approve this plan before the remedial work can begin. Following remedi al work, the Lot shall be retested, and will be subject to the specification limits liste d above. The resulting pay factor, if within the acceptable range, will be used in the fin al pay adjustment. The Contractor shall pay the cost of retesting the pavement followi ng corrective action. Localized surface tolerance defects will be subject to the prov isions outlined in Section
401.11 Surface Tolerances.
Payment will be made under: Pay Item P a y U n i t
402.10 Incentive/Disincentive - Pavement Smoothness Lump Sum
SECTION 403 - HOT MIX ASPHALT PAVEMENT
403.01 Description This work shall consist of constructing one or more courses of Hot
Mix Asphalt pavement on an approved base in accordance with the se specifications, and in reasonably close conformity with the lines, grades, thickness a nd typical cross sections shown on the plans or established. The HMA pavement shall be co mposed of a mixture of aggregate, filler if required, and asphalt material.
403.02 General The materials and their use shall conform to th e requirements of Section
401 - Hot Mix Asphalt Pavement.
403.03 Construction The construction requirements shall be as specified in Section 401
- Hot Mix Asphalt Pavement.
403.04 Method of Measurement Hot mix asphalt pavement will be measured as
specified in Section 401.21- Method of Measurement.
403.05 Basis of Payment The accepted quantities of hot mix asp halt pavement will be
paid for at the contract unit price per ton for the mixtures, i ncluding hot mix asphalt material complete in place. Method A, Method B, Method C and Method D sh all be used for acceptance as specified in Section 401 - Hot Mix Asphalt Paveme nts. (See Complementary Notes, Section 403 - Hot Mix Asphalt Pavement, for Method locat ion). Payment will be made under: Pay Item Pay Unit 403.102 Hot Mix Asphalt Pavement for Special Areas Ton 4-28 403.206 Hot Mix Asphalt, 25 mm Nominal Maximum Size Ton 403.207 Hot Mix Asphalt, 19.0 mm Nominal Maximum Size Ton 403.2071 Hot Mix Asphalt , 19.0 mm Nominal Maximum Size (Polyme r Modified) Ton 403.2072 Asphalt Rich Hot Mix Asphalt, 19.0 mm Nominal Maximum Size (Asphalt Rich Base and Intermediate course) Ton 403.208 Hot Mix Asphalt, 12.5 mm Nominal Maximum Size Ton 403.2081 Hot Mix Asphalt - 12.5 mm Nominal Maximum Size (Polyme r Modified) Ton 403.209 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size (sidewalks , drives, islands & incidentals) Ton 403.210 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size Ton 403.2101 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size (Polymer Modified) Ton 403.2102 Asphalt Rich Hot Mix Asphalt, 9.5 mm Nominal Maximum S ize (Asphalt Rich Intermediate course) Ton 403.2104 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size ( Thin Lift Surface Treatment ) Ton 403.211 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size (Shimming) Ton 403.2111 Hot Mix Asphalt, 9.5 mm Nominal Maximum Size (Shimming , Polymer Modified)) Ton 403.212 Hot Mix Asphalt, 4.75 mm Nominal Maximum Size Ton 403.213 Hot Mix Asphalt, 12.5 mm Nominal Maximum Size (Base and Intermediate Base course) Ton 403.2131 Hot Mix Asphalt, 12.5 mm Nominal Maximum Size (Base an d Intermediate Base course, Polymer Modified) Ton 403.2132 Asphalt Rich Hot Mix Asphalt, 12.5 mm Nominal Maximum Size (Base and Intermediate Base course) Ton 403.214 Hot Mix Asphalt, 4.75 Nominal Maximum Size (5/8” Surfac e Treatment) Ton SECTION 404 - 408 VACANT SECTION 409 - BITUMINOUS TACK COAT
409.01 Description This work consists of furnishing and apply ing one uniform
application of liquid bituminous material on an approved surfac e in accordance with these specifications and in reasonably close conformity with the line s shown on the plans or established.
409.02 Bituminous Material The type and grade of bituminous m aterial will be
specified in the contract. The bituminous material shall meet the applicable requirements of Section 702 - Bituminous Materials. The bituminous material may be condition ally accepted at the source.