FDS

PG 46-34, PG 46-37, PG 46-40, PG 52-28, PG 52-34, PG 52-40, PG 58-22, PG 58-28, PG 58-31, PG 58-34, PG 58-37, PG 58-40, PG 64-22, PG 64-28, PG 64-34, PG 64-37, PG 70-22, PG 70-28, PG 70-31, PG 70-37, PG 76-22, PG 76-28, PG 76-34, 82-28

Asphalt Cement, Bituminous material, Asphalt Flux, Paving Asphalt, Bitumen, Pen Graded (AC) AC30 / 40, 60/70, 80/100, 100/120, 100/150, 120/150, 150/200, 150 / 200LA , 200/300, 300/400, 300 / 400LA, 400/500, 500+

300 / 400LA, Henry – 300 / 400LA

150 / 200LA, Henry 150 / 200LA Pen Asphalt

PGAC-PG52-34P (EX) (R), 52H-34, 52H-34P (EX), 52-37P (R), 52-40P (T) (HRD), 58-28P, 58-34P (EX) (R) (T) (HRD), 58-37P (R), 58-40P (R) (T) (HRD), 58H-28, 58H-34, 64V-22, 64E-22, 64-22P, 64-28P (EX) (R) (T) (HDR), 64-34P (EX) (R) (T) (HRD), 64-37P (R), 70-28P (EX) (R) (T ) (HRD), 70-31P, 70-34P (R) (T) (HRD), 76-28P (R) (T) (HRD), 76-34P, Everlife Flex PMA, EverLife LP PMA, Stellarflex FR

MS-1, MS-2, MS-4 (AS), MS-5 (AS), CM-100, MS-2 GWS, Colasphalt CSPE

RS-1 (S) (H) (P) (AS), RS-2 (S) (H) (P) (AS)

SS-1 (H) (HH) (P), ADL Special, Clean Bond Coat, Colasphalt Tack, MACSIZE

B Paint, Ambercoat

Driveway Sealer, Blackmac

MACSEAL BDM Bridge Deck Membrane

Beram, MACSEAL AR, MACSEAL 6690-1, MACSEAL 6690-2, Macseal 6690-4, Macseal 6690-4 MOD, MACSEAL BDM, Macseal DF, Macseal PL, Macseal PLW, Macseal 2 HSP, Macseal LJB, Macseal MARS Fine, Macseal MARCH Race, CrackMaster

Blackmac Emulsion Sealer

Cationic Emulsion Breaking Agent

CMS-2 (MOD) (S) (H) (P), CMS-4 (P / S), ECM-65, CHP-2m, CHP-2mP

CQS, CQS-1 (H) (P), MacLink Q, Metromat Emulsion

CRS-1 (H) (P), CRS-2 (S), CRS-2P, RS-1K, RS-2K, CHP-2r, CHP-2rP

CSS-1 (H) (P), Mactack, ECL 60, Cationic Clean Bond Coat

ACM-5 (P), Cationic CCM-5 (P), HFC, HFAS, HF-500M-HR

EDL Emulsion

Enviro-Glue Emulsion

HF-100, 150, 250, 350, 500, 1000 (S) (M) (P) (AS) (LD) (C), HF-500 M-HR, + HFHR, + HFMS -2, Cold Pour Crack Filler, EC101

HP 200, HP 200 (P), (AS) ** Suffix (AS) indicates anti strip agent

Enviro-Prem, EP-2000, Emulsified Prime 2000, EAP, ADL70, ADLSp, Enviro ADL200

Foundation Coating, Foundation Coating – Winter Blend

Perma-Patch

MC-30, MC-70, MC-250, MC-800, MC-3000, HFC (+), UPM (+)

EP-2000, Emulsified Prime 2000, EAP, Emulsified Prime

QPR 2000, QPR 2000 (AS) with anti-strip (liquid)

RC-30, RC-70, RC-250, RC-800, RC-3000

MAC 250, SC-70, SC-250, SC-800, Enviropatch, AMB600, Mspec, IAR Cold Mix, MacPatch HPB

Rejuvenite, Rej 700, Rejuvenite A

Asphalt Cement, Bituminous material, Asphalt Flux, Paving Asphalt, Bitumen, Pen Graded AC, Asphalt for warm mix asphalt purposes.

Waterproofing Primer

2013 – 100 Percent Recycled Asphalt Paving, Our Experience – Esenwa, Davidson, Kucharek and Moore

1959-Asphalt Surface Treatments and Seal Coats-Norman W. McLeod

Perma Patch

2003 – Best Practices in Cold In-Place Recycling – Croteau J.M. and Davidson J. Keith

1947-Canadian Investigation of Flexible Pavement Design-Norman W. McLeod

Rejuvenite, Rej 700, Rejuvenite B

Rejuvenite, Rej 700, Rejuvenite S

1975-A Case for Grading Asphalt Cements by Penetration at 77 F (25C) – Norman W. McLeod

2007 – Characterization of Unmodified and SBR Latex-Modified Evotherm Warm Mix Binder – Davidson, Lubbers Takamua

2006-Chip Sealing Systems Improving Early Age Chip Retention-Anton Kucharek, Keith Davidson and Jean-Martin Croteau

1963-Comments on the Proposal to Classify Paving Grades of Asphalt Cement by Viscosity at 140 F-Norman W. McLeod

1995 – Committee on Road Materials – Recommended Guidelines – Davidson, Morien and Sutandar

2001 – Comparison of Mechanical Properties of Asphalt Mixes with Aged AC – Halim, Hassan, Kandil, Bhutta and Davidson

1997 – Deep Cold In-Place Recycling with EmulsionCement – Favretti, Croteau and Davidson

1953-A Design of Bituminous Mixtures with Curved Mohr Envelopes-Norman W. McLeod

1971-Designing Standard Asphalt Paving Mixtures for Greater Durability-Norman W. McLeod

2010 – Determination of Factors Affecting Shear Testing Performance of Emulsion Tack Coats – Kucharek, Esenwa and Davidson

2008 – Development of a Solvent-Free Asphalt Emulsion for Prime Coats and Granular Sealing – Kucharek, Davidson and Kennedy

1993 – Development of Stone Mastic Asphalt for Ontario Use – Emery, Schenk , Carrick, Davidson and Kennedy

1987-Discussion of Employing Paving Asphalt Temperature Susceptability in Structural Design – N.W. McLeod

1981-Discussion of McLeod paper on Rational Asphalt Specifications-Fred Young

2011 – Early Stage Curing Characteristics of Partial Depth Cold Recycling – Moore, Davidson, Kucharek and Esenwa

1987-Employing Paving Asphalt Temperature Susceptibility in the Structural Design of Asphalt Pavements – Norman W. McLeod

2008-Environmental-Structural Evaluation of Warm Asphalt in the Canadian Climate – Tighe Susan L. and Davidson J. Keith

1997 – Evaluation of Mixes Using Engineered AC Under Static and Cyclic Thermal Stresses

2009 – Evaluation of Reclaimed Asphalt Pavement and Virgin PG Binder Blends – Davidson

2011 – Evaluation of Warm Mix Asphalt Behaviour – Stability and Strength Perspective – Esenwa, Davidson and Kucharek

1994 – Fibres in Asphalt – J. Keith Davidson

1956-Flexible Pavement Thickness Requirements-Norman W. McLeod

1972-A 4 year Survey of Low Temperature Transverse Pavement Cracking on Three Ontario Test Roads – Norman McLeod

1969-A General Method of Design for Seal Coats and Surface Treatments-Norman McLeod

1976-Influence of Tolerances from the Job-Mix Formula on the Properties of Paving Mixtures – Norman W. McLeod

1992-Introduction of Stone Mastic Asphalts (SMA) in Ontario-Kennepohl and Davidson

1995 – Introduction to Asphalt Emulsions – J. Keith Davidson

Introduction to Asphalt Emulsions

1974-A Laboratory Investigation of the Compaction of Dense Graded Asphalt Concrete-Norman W. McLeod and J.A. McLean

1999 – Long Term Pavement Performance of the James Bay Access Road – MacLeod, Davidson, Dion, Brassard

2011 – Optimizing the Effectiveness of High Performance Chip Seals in Ontario – Kucharek,Moore,Linton,Davidson and Phillips

2011 – Optimizing the Effectiveness of High Performance Chip Seals in Ontario – Kucharek,Moore,Linton,Davidson and Phillips

2005 – Overview of the Design of Emulsion Based Seal Coat Systems in Canada and Abroad-Davidson,Croteau,Houston and Linton

1981-Particle Index Evaluation of Aggregates for Asphalt Mixtures-Norman W. McLeod and J. Keith Davidson

1996 – Pavement Performance and Life-Cycle Cost Evaluation of a PMA Cement – Carrick, Fraser, Hein and Emery

2006 – Paving the Way to Environmentally Friendly Pavements Through Innovative Solutions – Davidson, Tighe and Croteau

2003-A Performance Review of Cold-in-place Recycling in Canada – J.M. Croteau, J.K. Davidson, J. Emery and L. Uzarowski

2010 – Performance Review of Micro Surfacing and Slurry Seal Applications in Canada – Kucharek, Davidson, Moore and Linton

2005 – Progress in Cold Mix Processes in Canada – Davidson

2006-Adhesive and Cohesive Properties of RS Emulsions during Chip Seal Construction – Kucharek, Davidson and Croteau

1989-PVN as a Measure of Paving Asphalt Temperature Susceptability – Norman W. McLeod

1981-A Rational Basis for Specifications for Paving Asphalts – Norman W. McLeod

1989- A Rational Design for the Rehabilitation of Asphalt Pavements – Davidson and MacInnis

1952-Rational Design of Bituminous Paving Mixtures with Curved Mohr Envelopes-Norman W. McLeod

1950-A Rational Method of Design for Bituminous Paving Mixtures-Norman W. McLeod

2006-Recent Development in Recycling Binders for In-place Cold Recycling of Bituminous Aggregate-Croteau J-M and Davidson K

2010-Recovery Method on Properties of CQS Residues and Their Correlation to Micro Performance-Kucharek and Davidson

Recovery Method on Properties of CQS Residues and Their Correlation to Micro Performance

1991- Recycling – A Laboratory Study – Davidson and Ernyes

2007 – Reducing Paving Emissions Using Warm Mix Technology – Davidson and Pedlow

1968-Reduction in Transverse Pavement Cracking by Use of Softer Asphalt Cements-Norman W. McLeod

2002-Rehabilitation of Oxford County Road 2 using Cold Recycling Technologies-Croteau, Davidson, Bhutta and Decoo

1972-Relationship Between pavement Structural Integrity and Hardness of the Asphalt Cement – Norman W. McLeod

2007 – Resurfacing of Highway 127 in Ontario Using a High Performance Double Chip Seal-Kucharek,Davidson,Linton and Phillips

1989-Relationship of Paving Asphalt Temperature Susceptibility as Measured by PVN

2010 – Rubber Asphalt Mixes Using Warm Mix Technology – Esenwa, Davidson, Kucharek and Shaw

2005-Seal Coat Systems in Canada Performance and Practice-Davidson, Houston,Linton r and Croteau

2010-Solvent-free Bitumen Emulsion for Prime Coats and Granular Sealing – Kucharek, Davidson and Kennedy

1962-Some Applications of the Elastic Theory Approach to the Structural Design of Flexible Pavements-Norman W. McLeod

1991 – Development of Stone Mastic Asphalt Mixes for Ontario Use -JJ Carrick, MacInnis, Davidson, Schenk and Emery

1993 – Stripping – A Laboratory Study – Davidson and Ernyes

1937-Applications of Surface Chemistry and Physics to Bituminous Mixtures-Norman W. McLeod

2002 – Surface Slurry Sealing Systems in Canada – Performance and Practice – Croteau, Davidson and Perrone

1961-The Asphalt Institute – What is It and What it Does – A Panel Discussion

1987-The Design of Dense Graded Asphalt Concrete Pavements – Norman W. McLeod

1943-The Fundamental Principles of Mechanical Stabilization-Norman W. McLeod

2006-The Influence of Mineral Nature and Temperature of the Aggregate in Foam Bitumen Stabilized Mixes-Davidson and Croteau

1948-The Stability of Granular and Cohesive Materials in Triaxial Compression-Norman W. McLeod

1961-Asphalt Cements from Canadian Light Crudes and Their Use in Pavement Construction-Norman W. McLeod

2000 -The Use of PGAC in Recycled Hot Mix-J.Keith Davidson, L.W. Hendricks and Stephen Q.S. Lee

1958-Thickness Design for Flexible Pavements-Norman W. McLeod

2001 – A Twenty Year Performance Review of Cold In-Plave Recycling in North America – Croteau and Davidson

1954-An Ultimate Strength Approach to Flexible Pavement Design-Norman W. McLeod

1999 – Usage of Emulsion Mixes to Mitigate the Effect of Subgrade Movements – Croteau, Boston and Davidson

2006-Use of Asphalt Emulsions in Underground Mines-Carrick Kelly, McLean Mike and Davidson J. Keith

1995 – Use of Asphalt Rubber – JA Carrick, Davidson, Aurilio and Emery

1997 – Use of Asphalt Rubber – Carrick, Davidson, Aurilio and Emery

1985-Using the Freezing Index for the Optimum Selection of Paving Asphalts – McLeod

2008-Warm Asphalt Mix Technology-An Overview of the Process in Canada – J. Keith Davidson

2007 – Warm Mix Asphalt Technology – The Canadian Perspective – J Keith Davidson

1940-Waterproofed Mechanical Stabilization-A Discussion of a Cooperative Investigation-Baskin and McLeod

2008 – WMA Technology as a Possible Tool for Resolving Longitudinal Joint Problems-Tighe,Moore,MacTaggart and Davidson

2000 – Usage of Emulsion Mixes to Mitigate The Effect of Subgrade Movements-J-M Croteau, Bill Boston and J.K. Davidson

2006-A Review of Cold Mix Processes in Canada-Davidson J. Keith, Kucharek A. and Houston G

2013-CTAA-Bio-Solvents in the Production of Emulsified Prime Coat Systems

2015-CTAA-22 Performance review of the 2009 Front Street Project – Bituclair 2

2016-CTAA-12 High Float Emulsion Residue Its Unique Rheology and Microstructure

2017-CTAA-Development and Evaluation of a Non-Tracking Asphalt Emulsion for Tack Coats and Fog Seals

2017-CTAA-Mixture Design and Field Experience of Red Hot Mix Asphalt on Bus Rapid Transit (BRT) Lanes in Ontario

2017-CTAA Twelve-Year Performance Review of Bloomington Road (York Region Road 40) Rehabilitation using Cold-In-Place Recycling and a 6.7mm Fine Stone Mastic Asphalt

2017-TAC-Investigation the Effect of Warm Mix Additive on the performance of Asphalt Mixtures

2019-CTAA-Development of a Performance-Based Asphalt Mixture Overlay for Usage In A Low-Budget Pavement Management System

2019-Development of a Performance-Based Asphalt Mixture Overlay for Usage In A Low-Budget Pavement Management System

2019-CTAA-Development and Field Experience of Performance-Based Low Permeability Asphalt Mixture Used to Overlay Bridge Decks

2019-CTAA-Design and Field Performance of Cold-Constructed Asphalt Pavements (CCAP) with Gelled Asphalts

2019-TAC-New Brunswick Field Study on Optimization of Tack Coat Rate to Enhance Interface Bonding of Asphalt Layers

https://www.nrcresearchpress.com/doi/abs/10.1139/cjce-2019-0090#.XfPxdtZKjVu

2019-Evaluation of Warm Mix Asphalt 2 Moisture Susceptibility

2018-CTAA-Examining an Accelerated Wet Track Abrasion and Schulze-Breuer and Ruck Test for Micro-surfacing Mix Design

2018-CTAA-Development and Field Evaluation of High Performance and Fuel Resistant Asphalt Mixture

MCA Advantage

L’avantage McAsphalt

Anionic Emulsion Specification Table

High Float Emulsion Specification Table

Medium Curing Cutback Asphalt Specification Table 

Polymer Modified Emulsion Specification Table

Proprietary Branded Emulsion Specification Table

Proprietary Branded Specialty Cutback Specification Table

McA Rapid Curing Cutback Specification Table

Slow Curing Cutback Specification Table

Specialty Cutback Specification Table

Cationic Emulsions Specification Table

StellarFlex FR – Fuel Resistant Hot Mix Asphalt

Anionic Cold Mix Asphalt Emulsion

Asphalt Cutback for Waterproofing and Damproofing

Asphalt Emulsion Driveway Sealer

Cutback Asphalt Driveway Sealer

Cationic Cold Mix Asphalt Emulsion

Cationic High Performance Asphalt Emulsion

Cationic Polymer-Modified High Performance Asphalt Emulsion

Cationic High Performance Asphalt Emulsion

Cationic High Performance Polymer-Modified Asphalt Emulsion

Cationic Rapid Setting Asphalt Emulsion

Cationic Polymer-Modified Rapid Setting Asphalt Emulsion

Cationic Slow Setting Asphalt Emulsion

Hard Penetration Cationic Slow Setting Asphalt Emulsion

Solvent Free Emulsion for Priming and Granular Sealing

Polymer-Modified, High Float Anionic Asphalt Emulsion

Spray Grade High Float Anionic Asphalt Emulsion

HF-500M LD – Low Distillate, High Float Medium Setting Asphalt Emulsion

Spray Grade Anionic Asphalt Emulsion

Spray Grade Anionic Asphalt Emulsion

Specialty High Performance Cold Mix Binder

Hot Applied Joint & Crack Sealant, ASTM 6690 Type I or Equivalent

Hot Applied Joint & Crack Sealant, ASTM 6690 Type II & III or Equivalent

Hot Applied Joint & Crack Sealant, ASTM 6690 Type IV or Equivalent

Hot Applied Joint & Crack Sealant, ASTM 6690 Type IV Modified or Equivalent

Asphalt Rubber Hot Applied Joint & Crack Sealant, ASTM D5078 or Similar

Hot Applied Rubberized Asphalt Waterproofing/Roofing Membrane

Direct Fire Hot Applied Joint & Crack Sealant

Hot Applied, Pourable Mastic Patching Material, Fine Grade

Parking Lot, Hot Applied, Joint and Crack Sealant

Parking Lot, Hot Applied, Joint and Crack Sealant for Warm Climate

Cold Pour Crack Filler, Polymer Modified Emulsion Based

Hot Applied Longitudinal Joint Bond

Anionic Cold Mix Asphalt Emulsion

Perma-Patch – Cold Mix

Rapid Curing Asphalt Cutback for Priming Coats

Cationic Emulsified Rejuvenating Agent

Emulsified Green Rejuvenating Agent

Cationic Emulsified Rejuvenating Agent

Anionic Rapid Setting Asphalt Emulsion

Anionic Slow Setting Asphalt Emulsion

Asphalt Cutback for Waterproofing and Damp-proofing

Traitements de surface

Enduit de scellement à granulométrie dense

Traitement de type « Sand Seal »

Traitements de type « Fog Seal »

Traitements régénérateurs

Traitements Liquid Road®

Base Stabilization – Process Design Overview

Bond/Tack Coats – Process Design Overview

Cape Seals – Design Process Overview

Chip Seals – Process Design Overview

Cold in Place Recycling – Process Design Overview

Coloured Slurry – Process Design Overview

Dense Graded Cold Mixes – Process Design Overview

Dense Graded Sealcoat – Process Design Overview

Driveway/Parking Lot Sealing – Process Design Overview

Erosion Control – Process Design Overview

Fog Seals – Process Design Overview

Full Depth Reclamation – Process Design Overview

Gravel Roads – Dust Suppressants – Process Design Overview

MacPatch – Cold Patching Mixes

Basic Asphalt Materials Mixtures Design and Testing – Technical Training Manual

Micro-Surfacing – Process Design Overview

Multiple Stress Creep Recovery (MSCR) – The MSCR Test in Plain Language

Open Graded Cold Mixes – Process Design Overview

PGAC Specification Guidelines – Recommended Superior PGAC Specification for Municipalities

Pothole Patching – Process Design Overview

Prime Coat/Granular Sealing – Process design Overview

Process and Dust Control – Process Design Overview

Recycled Asphalt Cold Mixes – Process Design Overview

Rejuvenating Seals – Process Design Overview

Sand Seals – Process Design Overview

Slurry Seals – Process Design Overview

Soil (Stock Pile) Stabilization

Spray Patching – Process Design Overview

Stockpile Maintenance Cold Mixes – Process Design Overview

Hot Mixed Asphalt, Prime Coat

ÉMULSION DE BITUME UTILISÉ COMME LIANT D’ACCROCHAGE

LIANT D’ACCROCHAGE DE TYPE « CLEAN BOND COAT » – ÉMULSION SANS TRACE POUR LIANT D’ACCROCHAGE ET TRAITEMENT DE TYPE « FOG SEAL »

La Bonne Formule

MACSEAL Pavement Sealants

Coulis Bitumineux de type « Slurry Seal »

Micro-surfaçage

Coulis « Cape Seal »

Coulis coloré

Liquid Road®

Ciments bitumineux à résistance optimale

Ciments bitumineux modifiés aux polymères

Ciments bitumineux classés en fonction de leur

viscosité et pénétration

Ciments bitumineux spécialisés

Adjuvants et modificateurs bitumineux

MÉLANGES OUVERTS

MÉLANGES À GRANULOMÉTRIE DENSE

MÉLANGES AVEC GRANULATS BITUMINEUX

RECYCLÉS (GBR)

MÉLANGES POUR L’ENTRETIEN ET L’ENTREPO

Traitements de surface

Enduit de scellement à granulométrie dense

Traitement de type « Sand Seal »

Traitements de type « Fog Seal »

Traitements régénérateurs

Traitements Liquid Road®

Liants d’accrochage

Liant d’imprégnation/Scellement granulaire

Recyclage à froid en place

Stabilisation de la fondation

Réhabilitation intégrale

McA Advantage Asphalt Cements

Bitumes PG

Asphalt Cements – Performance-Graded Asphalt Cements (PGAC), Polymer-Modified Asphalt Cements (PMA), Penetration Viscosity Graded Asphalt Cements,, Specialty Asphalt Cements, Asphalt Additives & Modifiers

Slurry/Micro Systems – Slurry Seals, Micro-Surfacing, Cape Seals, Coloured Slurry, Liquid Road®

Enrobé bitumineux pour les entrées résidentielles

Enrobé bitumineux hautement flexible pour les routes municipales

La solution d’entretien parfaite pour un budget limité !

 Enrobé bitumineux à faible perméabilité pour les tabliers de pont et les structures de stationnement 

Enrobé à froid pour les routes de faible à moyen volume de circulation

Revêtement mince et durable pour les routes municipales et rurales

Enrobé bitumineux à haut cisaillement élevé résistant au carburant et idéal pour les aéroports

ENROBÉ BITUMINEUX SPÉCIALISÉ À FAIBLE PERMÉABILITÉ POUR LES TABLIERS DE PONT ET LES STRUCTURES DE STATIONNEMENT

ENROBÉ BITUMINEUX HAUTEMENT FLEXIBLE POUR LES ROUTES MUNICIPALES

Revêtement mince et durable pour les routes municipales et rurales

ENROBÉ PRODUIT ET INSTALLÉ À FROID IDÉAL POUR LES ROUTES RURALES DE FAIBLE À MOYEN VOLUME DE CIRCULATION

Enrobé bitumineux à haut cisaillement élevé résistant au carburant et idéal pour les aéroports