B
HomeLibrariesCode AISearchProjectsBookmarksAddress
FeedbackHelp Desk
Libraries
Estimate & calculate
CalculatorsChecklists
PricingLog in
Division 400 — Pavements

403Hot Mix Asphalt Pavement

ME · 2020 Standard Specifications✓ Full text on BuildSpecBook pages 287–288 Save this section

Ask about Section 403

Get a cited answer from the section text. Click the citation to check it.

One cited answer a day is free. Start a 14-day trial for unlimited, no card required.

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 these specifications, and in reasonably close conformity with the lines, grades, thickness and typical cross sections shown on the plans or established. The HMA pavement shall be composed of a mixture of aggregate, filler if required, and asphalt material.

403.02 General The materials and their use shall conform to the 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 asphalt pavement will be

paid for at the contract unit price per ton for the mixtures, including hot mix asphalt material complete in place. Method A, Method B, Method C and Method D shall be used for acceptance as specified in Section 401 - Hot Mix Asphalt Pavements. (See Complementary Notes, Section 403 - Hot Mix Asphalt Pavement, for Method location). 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

Get an email when 403 changes

Maine revises spec sections through supplementals and new editions. We check this one every week and email you the day it changes. Free, no account.

Source: Standard Specifications — Highways and Bridges, 2020 Edition. Pages 287–288 of 817. View official source ↗

Ask about this section

Scoped to Maine Standard Specifications — Highways and Bridges, Section 403 — Hot Mix Asphalt Pavement. Every answer cites the section it came from, with a verification date — don’t trust a percentage, click the citation.