Bituminous pavements standard practice.

"July 1987."

Density, absorption and specific gravity tests of aggregates, bituminous mixtures and surfaces.

Mode of access: Internet.

Three year results on the performance of incinerator residue in a bituminous base /

Mode of access: Internet.

Organizational maintenance repair parts and special tools lists : paving machine, bituminous material, gasoline engine driven, crawler mounted, 8 to 12 feet wide, NSN 3895-00-057-8715, Barber-Greene model SA-35.

Includes index.

Direct support and general support maintenance manual : paving machine, bituminous material; gasoline engine driven; crawler mounted; 8-to 10-feet wide, (Barber-Greene model SA-35), FSN 3895-057-8715.

"December 1974."

Operator and organizational maintenance manual : paving machine, bituminous material, gasoline engine driven, crawler mounted, 8 to 10 feet wide (Barber-Greene model SA-35), FSN 3895-057-8715.

"December 1974."

Unit, direct support, and general support maintenance repair parts and special tools lists ... : paving machine, bituminous material, gasoline engine driven, crawler mounted, 8 to 12 feet wide, NSN 3895-057-8715, Barber-Greene model SA-35.

"January 1992."

Engineering behavior of pavement materials : state of the art /

Mode of access: Internet.

Installation of incinerator residue as base-course paving material in Washington, D.C. /

Mode of access: Internet.

A summary of the Illinois Skid-Accident Reduction Program, 1989-1994 /

"August, 1995."

Standard practice for pavement recyling.

"August 1988."

Materials and methods for military airport construction.

"Compiled and edited by B. M. Ross, materials engineer, Barber-Greene Company."

Evaluation of reclaimed rubber in bituminous pavements /

"June 1995."

Fracture mechanics of idealised bituminous mixes

© 2014 Taylor & Francis. The durability of asphalt pavements is strongly impaired by cracks, caused primarily by traffic loads and environmental effects. In this work, fracture behaviour of idealised asphalt mixes is investigated. Experiments on idealised asphalt mixes under pure-tension mode (mode I cracking) were performed and fracture parameters were evaluated. In these three-point bend fracture tests, the test variables were temperature and load rate. The test data were stored in an asphalt materials database and special-purpose tools were implemented to analyse and handle the laboratory data automatically. Fracture mechanism maps were constructed, showing the conditions associated with ductile, brittle and ductile-brittle transition regimes of behaviour. The mechanism maps show the failure response of the material in terms of the stress intensity factor, strain energy release rate and J-integral as a function of the temperature-compensated crack mouth opening strain rate. Fracture behaviour of asphalt mix specimens was simulated by cohesive zone model in conjunction with a novel material constitutive model for asphalt mixes. The finite element model agrees well with the experimental results and provides insights into fracture response of the notched asphalt mix beam specimens.

The advantages secured by sealing a bituminous concrete pavement with a hot sand mixture /

Paper presented at the Conference of Engineers of the New Jersey State Highway Department, Trenton, N. J., February 15, 1922.