NJDOT Specifications- Section 406 Superpave HMA

A. BINDER COURSE a. Machine apply and compact HMA binder course to a compacted thickness of no less than two inches (2”) over prepared and primed surface. b. HMA shall be free of marks, segregation and be placed to required uniform elevation with a smooth texture not showing tearing, shoving, or … Sixth Edition 2019 HOT MIX ASPHALT 12.5M64 SURFACE COURSE “HOT MIX ASPHALT” – the term “Hot Mix Asphalt” is located in the first field in the Pay Item description for the purpose of identifying the mixture requirements. “12.5” – the second field in the Pay Item description Densities for Use in Crushed HMA for use as Subbase : 127 pcf — — Base Course . 145 pcf 155 pcf : 150 pcf . Intermediate Course 147 pcf 155 pcf 150 pcf Surface Course 147 pcf 160 pcf 155 pcf . The following densities should be used for estimating quantities of granular material. Table 2: Granular Material Densities . Material English. Granular Subbase . 135 pcf

HOT-MIX ASPHALT – BINDER AND SURFACE COURSE (BDE) Effective: July 2, 2019 Revised: November 1, 2019 Description. This work shall consist of constructing a hot-mix asphalt (HMA) binder and/or surface course on a prepared base. Work shall be according to Sections 406 and 1030 of the Standard Specifications, except as modified herein. Materials.

Part You have been tasked to design an interstate highway pavement comprised of hot-mix asphalt (HMA) surface course, a cement treated base course, and a sand-gravel subbase with a predicted design ESAL of 1.2 x 106.The quality of drainage is considered fair because water can be removed from the subbase within a week. Advisory U.S. Department of Transportation Circular an open graded, thin hot-mix asphalt (HMA) surface course called "porous friction course" (PFC) also could achieve good results. This permits rain water to permeate through the course and drain off transversely to the side of the runway, preventing water buildup on the surface and creating a relatively dry pavement condition during rainfall. Standard Washington State Hot Mix Asphalt Types

SMA Varies with NMAS Base and/or Surface HMA = Hot Mix Asphalt, NMAS = Nominal Maximum Aggregate Size, FC = Friction Course, PPEST = Paver Placed Elastomeric Surface Treatment, SMA = Stone Matrix Asphalt Notes: 1. New designations shall be used. 2. The term “binder” should only be used to mean liquid asphalt.

HMA Ultra-Thin HMA Ultra-Thin offers a simple, cost effective way to maintain roads and streets, as it protects your investment in them. A hot mix asphalt treatment designed specifically for thin lift (3/4 inch) placement, HMA Ultra-Thin was developed for structurally sound pavements that are showing signs of aging, oxidation or minor surface disintegration. Hot Mix Asphalts 101 - New Jersey HMA 12.5 H 64 Surface Course 3) Binder Grade 4) Location within the payment 1) Nominal Maximum Aggregate Size (mm) 2) Compaction Level Low Medium High HMA 19M64 Base Course 3) Binder Grade 4) Location within the payment 1) Nominal Maximum …