Hot mix asphalt (HMA) consists of a combination of aggregate uniformly mixed and coated with asphalt cement. To dry the aggregates and to obtain sufficient fluidity of asphalt cement for proper mixing and workability, both the aggregate and asphalt must be heated prior to mixing—hence the term “hot mix.”
1952-Rational Design of Bituminous Paving Mixtures with Curved Mohr Envelopes-Norman W. McLeod
1989- A Rational Design for the Rehabilitation of Asphalt Pavements – Davidson and MacInnis
1981-A Rational Basis for Specifications for Paving Asphalts – Norman W. McLeod
1989-PVN as a Measure of Paving Asphalt Temperature Susceptability – Norman W. McLeod
2006 – Paving the Way to Environmentally Friendly Pavements Through Innovative Solutions – Davidson, Tighe and Croteau
1996 – Pavement Performance and Life-Cycle Cost Evaluation of a PMA Cement – Carrick, Fraser, Hein and Emery
1999 – Long Term Pavement Performance of the James Bay Access Road – MacLeod, Davidson, Dion, Brassard
1974-A Laboratory Investigation of the Compaction of Dense Graded Asphalt Concrete-Norman W. McLeod and J.A. McLean
1992-Introduction of Stone Mastic Asphalts (SMA) in Ontario-Kennepohl and Davidson
1976-Influence of Tolerances from the Job-Mix Formula on the Properties of Paving Mixtures – Norman W. McLeod
