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L’utilisation de lignes d’alerte audiotactiles, ou bandes d’alerte sonores, afin de prévenir les sorties involontaires de voie

mar, 03/29/2022 - 19:09
L’utilisation de lignes d’alerte audiotactiles, ou bandes d’alerte sonores, afin de prévenir les sorties involontaires de voie
by Cocu,X; Goubert,L.
Dossier C.R.R. ; 20.
BE6 ACE__6 2019D20 - MAIN


Bien que les lignes d’alerte audiotactiles aient fait leurs preuves en termes de réduction des accidents par sortie de voie, l’utilisation de ce dispositif de sécurité reste limitée, probablement à cause de l’absence de lignes directrices pratiques et de l’idée qu’elles s’accompagnent de problèmes tels que la pollution sonore, la gêne pour les deux-roues et une difficulté d’entretien. Ce dossier a comme objectif de décrire les différents dispositifs qu’il est possible d’installer, leurs caractéristiques géométriques et leur efficacité afin de synthétiser les paramètres pratiques principaux entrant en ligne de compte, et ainsi d’aider le gestionnaire dans sa décision de conception et de placement afin de maîtriser les inconvénients cités ci-avant, aux fins de réduire le nombre d’accidents par sortie de route. Ce document repose principalement sur une analyse approfondie de la littérature américaine (les bandes d’alerte sonores y étant abondamment utilisées) et des résultats du projet français Roadsense (chapitres 2 à 4). Le chapitre 5 propose, sous la forme d’une liste de questions, une aide à la décision pour guider les concepteurs et les gestionnaires dans le choix de recourir à l’usage des lignes d’alerte audiotactiles. Enfin, le chapitre 6 présente les conclusions de toute cette démarche, ainsi que les perspectives en termes d’études complémentaires, veille technologique et développement futur.

Exigences performantielles des matériaux de jointoiement pour revêtements modulaires

mar, 03/29/2022 - 18:02
Exigences performantielles des matériaux de jointoiement pour revêtements modulaires
by Boonen,E; Lybaert,M; Beeldens,A.
2018.
Compte rendu de recherche C.R.R. ; 45.
BE6 ACE__4 2018R45 - MAIN


Pour les revêtements modulaires, le jointoiement constitue un élément essentiel de la structure de voirie. Pour pouvoir effectivement remplir le rôle de revêtement, les joints doivent toujours être remplis du matériau approprié. Le type de matériau de jointoiement et la durabilité du joint dans son ensemble sont donc aussi de grande importance pour la stabilité du revêtement à long terme. Cette publication CRR fait le compte rendu du projet biennal de recherche prénormative PREVOSTRAT (en entier “Prestatie-eisen voor innovatieve voegvullingsmaterialen in bestratingen met kleinschalige elementen”), réalisé par le CRR avec le soutien du SPF Economie et le Bureau de Normalisation (NBN) et en collaboration avec l’Universiteit Gent (unité d’enseignement Plantaardige Productie). L’étude avait pour but d’établir des méthodes d’essai et les exigences performantielles correspondantes pour des matériaux de jointoiement innovants, liés ou non, appliqués dans les revêtements routiers modulaires (en béton, terre cuite ou pierre naturelle). Parallèlement aux conclusions principales et résultats de l’étude, ce compte rendu de recherche propose également des directives et des recommandations pour des exigences relatives aux matériaux de jointoiement dans les normes européennes et/ou cahiers des charges types belges.

Selection of Appropriate Binder Grade for Changing Climate and Its Influence on Pavement Performance

lun, 03/21/2022 - 20:38
Selection of Appropriate Binder Grade for Changing Climate and Its Influence on Pavement Performance
by Swarna,ST; Hossain,K; Bernier,A.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P20 - MAIN


ln the coming years, it is anticipated that the current Canadian climate will no longer be the norm, and temperatures will steadily increase as a result of anthropogenic climate change. Increased greenhouse gas concentrations in the atmosphere are the root cause of changing climate, which is only expected to worsen over time. Pavement performance models show that changing climate will result in accelerated pavement deterioration. To mitigate pavement deterioration, various adaptation strategies have been suggested in the recent literature. One of these adaptation strategies is upgrading the Superpave™ asphalt binder grade. It is well known that asphalt binder is highly sensitive to climate factors such as temperature and percent sunshine. Hence, reviewing asphalt binder grade is a vital step, and that can help decelerate pavement deterioration. This study aims to understand the impact of climate change on existing flexible pavements and identify the appropriate binder grades necessary to accommodate these effects across Canada. To achieve this goal, the analysis was carried out in six phases. Comparing pavement performance between current binder grades and proposed future binder grades confirms the necessity of considering proposed asphalt binder grades for future climate.

Surface Renewal of an Urban Motorway in the Montreal Area using an Ultra-thin Asphalt Concrete Pavement

lun, 03/21/2022 - 20:05
Surface Renewal of an Urban Motorway in the Montreal Area using an Ultra-thin Asphalt Concrete Pavement
by Croteau,JM; Richard,P; Veillette,D; Bolduc,K.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P19 - MAIN


In 2020, paving work was performed to renew the surface of the Autoroute 25 urban motorway in the Montreal area. The paving solution needed to satisfy an operational requirement as execution of the work needed to be performed at night, and functional requirements as the technique needed to provide performance regarding smoothness, friction, rutting and surface defects. An Ultra-Thin Asphalt Concrete Pavement (UTACP) technique was selected. There is a long history of successful applications of this UT ACP technique in France and in the USA. The uniqueness of the Autoroute 25 work relates to the placement technique, which allowed the usage of conventional equipment, and the tack coat, which was designed to avoid bleeding in the wheel path and snowplows surface scuffing outside the wheel path. This paper provides information on the engineering that lead to the selection of the ultra-thin asphalt concrete pavement. It provides the reasons as to why it was critical to select a paving technique with an aggressive surface texture to satisfy the contract friction requirements. Information is provided as to how the specifications were developed to facilitate the administration and the execution of the work. Finally, performance results regarding friction and smoothness are presented.

Asphalt Mix Design and Acceptance Specifications: Ensuring Adequate Asphalt Binder Content

lun, 03/21/2022 - 19:32
Asphalt Mix Design and Acceptance Specifications: Ensuring Adequate Asphalt Binder Content
by Huber,GA; Beeson,M; Pine,W; Campbell,C.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P18 - MAIN


Since early days of asphalt mix design the objective has been to determine an appropriate amount of asphalt binder for resistance to rutting and cracking. Mixture volumetric properties were developed in the 1920s, but calculations were not developed until the 1960s to quantify asphalt binder on the outside of aggregate particles and establish the minimum effective volume of asphalt binder. Current AASHTO specifications are based on the volume of effective asphalt binder calculated using Voids in the Mineral Aggregate (VMA) plus absorbed asphalt binder. The process is clearly defined in the specifications, but some agencies have chosen other approaches believing them to be more correct, more accurate, or easier to implement. Such alternate approaches can bring unintended consequences that may not be recognized. This paper investigates the use of alternate approaches to control asphalt content and the role of specifications in achieving the desired content. The paper presents a method of accepting mixtures based on the direct use of effective asphalt volume and the measurement of bulk specific gravity of extracted aggregate. The paper presents 14 years of experience with different acceptance specifications and the resultant asphalt contents.

High-Strain Asphalt Interlayer for Reflective Cracking: A 20+ Year Review

lun, 03/21/2022 - 18:56
High-Strain Asphalt Interlayer for Reflective Cracking: A 20+ Year Review
by Blankenship,P; McKay,ZD; Bausano,J.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P17 - MAIN


Since the early l 990's, asphalt interlayers of about 25-mm thick have been used in the United States (U.S.) to greatly delay the onset of reflective cracking over Portland cement concrete and asphalt pavements. Koch Materials Company introduced technology to the U.S., which had been previously used in France. The asphalt interlayer mixture is comprised of fine aggregate with high dust and high asphalt content. This is not just a "recipe" mixture, but a performance-based specification that consists of a high-strain, 4-point flexural beam fatigue test to ensure extreme flexibility and a mixture stability test (Hveem Stability, Asphalt Pavement Analyzer, etc.) for adequate rut resistance. Interlayer test sections were placed strategically thought the U.S. in various climatic zones to further adjust the performance specification and testing temperatures. Today, the asphalt Reflective Crack Relief Interlayer (RCRI) is used in some form in Texas, Kentucky, Kansas, Wisconsin, Iowa, New Jersey, along with other states. With the need to control cracking, RCRI is a valid option for contractors to use local materials to build asphalt interlayers to control/delay cracking. Today, the interlayer can be designed with newer tests like the indirect tensile asphalt cracking test (IDEAL-CT) or flexural beam fatigue coupled with a rutting test such as the Hamburg Wheel Tracker, all with climate-adjusted test temperatures.

High-Float Emulsion Residue: Suitable Methods and Metrics for Testing Viscoplastic Materials

lun, 03/21/2022 - 18:37
High-Float Emulsion Residue: Suitable Methods and Metrics for Testing Viscoplastic Materials
by Suda,J; Varamini,S; Bickle,E; Kucharek,AS.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P16 - MAIN


Despite the advantages of utilizing High-Float (HF) emulsions in asphalt surfacing applications, formulation and development of such emulsions is a challenging task. This is mainly due to current testing practices used by agencies in specifying the so called "consistency or flow behaviour" of HF residue. These testing practices are informally known as the penetration test, the viscosity test, and the float test. These test methods are empirical in nature and have limitations when properly characterizing non-Newtonian materials, such as HF residues. This technical paper is a sequel to a 2016 CTAA paper "High-float Emulsion Residue: Its Unique Rheology and Microstructure," where a detailed review of current HF residue testing used in Canada was reported. The current paper provides further insight on how current empirical methods of testing could be potentially replaced by one-single, more practical test procedure using the Dynamic Shear Rheometer (DSR). In addition to rheological studies, employment of various residue recovery techniques are also included to demonstrate significant effects of distillation techniques on behaviour of an HF residue. Based on the findings, the stress-ramp procedure can be used to set appropriate shear rates for specific HF residues, measure apparent viscosity, and indicate whether the residue is effectively viscoplastic.

Performance de sécurité des infrastructures cyclables au Canada

lun, 03/21/2022 - 15:18
Performance de sécurité des infrastructures cyclables au Canada
by Montufar,J; Chapman,S; Poapst,R; Bahar,G.
2020.
CA6 ARH_60 2020S12Z - INTERNET


La popularité croissante que connaît le cyclisme comme mode de transport au Canada a entraîné le développement, par de nombreuses juridictions, de nouvelles infrastructures cyclables qui répondent mieux aux besoins de sécurité et de mobilité des cyclistes. Toutefois, il existe une incompréhension globale de la performance de sécurité des différents types d’infrastructures cyclables dans le contexte canadien. La présente étude caractérise la performance de sécurité de diverses infrastructures cyclables dans le but d’aider les spécialistes canadiens à évaluer la performance de sécurité potentielle de nouvelles infrastructures cyclables. Ce rapport, dont le but est de servir de document d’information, repose sur une analyse documentaire exhaustive, une enquête auprès des juridictions, une série d’études de cas locales et internationales et un sondage auprès des utilisateurs finaux. En outre, ce document comporte un organigramme de sélection des installations qui peut aider les spécialistes à mieux choisir des installations cyclables appropriées en mettant en évidence des points dont il faudra tenir compte dans le choix d’installations cyclables et d’aménagements aux carrefours. L’une des principales conclusions de cette étude est qu’il existe de vastes lacunes en matière de données et de connaissances quant à la performance de sécurité des infrastructures cyclables au Canada. Ces lacunes portent sur les collisions et autres données de substitution sur la sécurité, les données portant sur les débits de vélos et de piétons (données sur l’exposition), les débits de circulation par type de véhicule, l’information sur la performance des installations cyclables en hiver et autres sujets. De plus, il existe d’importantes lacunes en matière de connaissances sur les seuils associés à une meilleure performance de sécurité quant à différents facteurs qui influent sur la sécurité des infrastructures cyclables au Canada (par ex., le débit de circulation, le débit de vélos, la proportion de camions et d’autobus et la fréquence des points d’accès). On note également un manque de connaissances à l’étranger.

Impact of Mixer Type and Mixing Time for Hot Mix Asphalt with High Reclaimed Asphalt Pavement Content on Mix Performance

ven, 03/18/2022 - 19:02
Impact of Mixer Type and Mixing Time for Hot Mix Asphalt with High Reclaimed Asphalt Pavement Content on Mix Performance
by Bérubé,MA; Bilodeau,K; Carter,A.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P15 - MAIN


The mixing process in the laboratory is directed by standards. Those standards make recommendations and present some limits. The influence of the laboratory technique to produce asphalt mixes affects the properties and performance of the mixes. Different mixers that produce different mixing energy that are used for different mixing time are considered acceptable, and those variations affect the materials. It could have major impact on aggregates and asphalt mix properties, on the bitumen oxidation, and on the compaction. This paper presents the effect of the mixing process in laboratory for Hot-Mix Asphalt (HMA) with high content of Reclaimed Asphalt Pavement (RAP). Three types of mixers have been used for this research project. For each mixer type, four mixing times were selected based on the mixer properties. The stiffness of bituminous mixture was also evaluated with dynamic tests (waves propagation) and indirect tensile modulus tests (ITSM). According to the results, voids during the SCG compaction have changed with the mixing time for all mixer types and all gyrations. A translation based on the mixing time between the different curves has been observed. For stiffness, results changed through the mixing time and an optimum was obtained for each mixer type.

Effect of Biochar as a Filler in Asphalt Mixtures

ven, 03/18/2022 - 17:43
Effect of Biochar as a Filler in Asphalt Mixtures
by Owolabi,OO; Sanchez,X.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P14 - MAIN


Every year, the government spends a huge sum of money on repairing roads. The damage incurred on the roadways is attributed to several factors, one of which is the asphalt mixture used to pave the roadways. Sometimes, raw asphalt binder does not have adequate properties to make the roadways durable. Therefore, additives or modifiers are sometimes incorporated to improve the asphalt mixtures, which in turn enhances the performance of asphalt pavements. This study aims to examine the effect of incorporating biochar in asphalt mix. While previous studies have been conducted on the effect of biochar on the asphalt binder, not much has been done to study the effect of biochar on the asphalt mix. This study will help bridge the gap of a lack of substantial research on this aspect. From the tests completed, it was deduced that biochar could have the potential to improve the cracking resistance of the mixes; however, the susceptibility to permanent deformation would increase. From the investigation, the use of fast pyrolysis biochar is preferred. Further research is required to study the performance of asphalt mixes using biochar as an asphalt modifier instead of using it as a filler.

Comprehensive Evaluation of Illinois Flexibility Index and Disc-Shaped Compact Tension Tests as Asphalt Mixture Durability Indices and Performance Acceptance Criteria: Ontario Experience

ven, 03/18/2022 - 17:22
Comprehensive Evaluation of Illinois Flexibility Index and Disc-Shaped Compact Tension Tests as Asphalt Mixture Durability Indices and Performance Acceptance Criteria: Ontario Experience
by Salehi-Ashani,S; Tighe,SL.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P13 - MAIN


Illinois Flexibility Index Test (I-FIT) and Disc-Shaped Compact Tension (DC(T)) test have shown promise to characterize the intermediate and low temperature cracking resistance of asphalt mixtures, respectively. In this research five plant-produced mixtures were subjected to two laboratory long-term aging protocols and tested with DC(T) and I-FIT. The statistical analysis of the results showed that both aging methods have comparable Flexibility Index values DC(T) test results showed that asphalt mixtures containing hard PGAC were more sensitive to long-term aging. The I-FIT test was also conducted at three temperatures to investigate the sensitivity of I-FIT parameters to testing temperature variations. The statistical analysis of the results showed that asphalt mixtures containing hard PGAC were more sensitive to the drop of testing temperature. In addition, I-FIT test was conducted at various intermediate temperatures to investigate the effect of intermediate temperatures on I-FIT parameters. Finally, the DC(T) test was conducted at three testing temperatures to investigate the effect of temperature sensitivity on DC(T) results, which showed that a reduction in testing temperature caused the fracture energy values to decrease.

Development and Field Experience with Performance-Based Asphalt Mixture Used in Thin Asphalt Pavement

mer, 03/16/2022 - 20:41
Development and Field Experience with Performance-Based Asphalt Mixture Used in Thin Asphalt Pavement
by Varamini,S; Esenwa,M; Kennedy,M.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P12 - MAIN


This paper presents an asphalt mixture solution that can be placed as a thin layer (less than 40 mm) over granular base to provide a hard-top driving surface. This paper further provides steps in understanding the response of the mix and steps required to translate such responses into developing a performance-based requirement for the asphalt mix. The performance-based design steps are explained in this paper to provide an insight into how low-temperature flexibility and long-term fatigue behaviour of a mix is assessed and related to repetitive stresses expected from low to medium level of traffic coupled with environmental conditions expected in Southern Ontario. Production and paving experience with this asphalt mix solution are also included in this paper, as well as more than two-year field performance of a trial section in Southern Ontario.

Using Bio-Modifiers for Recycling RAP and Improving the Performance of RAP-Incorporated Mixtures Designed for Different Pavement Demonstration Projects

mer, 03/16/2022 - 18:17
Using Bio-Modifiers for Recycling RAP and Improving the Performance of RAP-Incorporated Mixtures Designed for Different Pavement Demonstration Projects
by Arabzadeh,A; Staver,MD; Podolsky,JH; Williams,RC; Cochran,EW.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P11 - MAIN


The bio-modifiers used were Sub-Epoxidized Soybean Oil (SESO), Epoxidized Methyl Soyate (EMS), and Poly(Acrylated Epoxidized High Oleic Soybean Oil), PAEHOSO. The EMS and SESO, being bio-renewable reactive recycling agents, were used for recycling Reclaimed Asphalt Pavement (RAP) and increasing the mixtures' resistance to low-temperature cracking. The PAEHOSO, being a bio-renewable polymer, was used for increasing the mixtures' resistance to rutting. The rheological tests proved that the EMS and SESO can improve the low-temperature properties and the PAEHOSO can improve the high temperature properties of asphalt binders. Disk-shaped Compact Tension (DCT) and Hamburg Wheel Tracking (HWT) were the mechanical performance tests used for evaluating the mixtures' resistance to low-temperature cracking and rutting, respectively. According to the results obtained from the DCT test the SESO and EMS, when used for modifying the asphalt binders and mixtures, can successfully increase the low temperature cracking resistance. Based on the HWT and DCT test results, the PAEHOSO has a significant influence on increasing the resistance to rutting and low temperature cracking that is all due to increasing the elasticity of asphalt mixtures.

Field and Laboratory Methods of Evaluating Rutting and Shoving

mar, 03/15/2022 - 17:47
Field and Laboratory Methods of Evaluating Rutting and Shoving
by Farashah,MK; Salehi-Ashani,S; Varamini,S; Baghaee Moghaddam,T; Tighe,SL.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P10 - MAIN


Due to the continuous increase in truck traffic loading to accommodate population growth needs, and also due to the impact of climate change, York Region is experiencing premature pavement failure in many of its heavy truck traffic intersections mostly in the form of pavement deformation or rutting and in some cases shoving. This suggests that pavement materials historically used in the Region may not satisfy the expected life cycle. Six approach intersections were selected by the Region to investigate the in-service performance and identify any need for material improvement. Field work included rut depth measurement and geotechnical investigation such as extracting core specimens, boreholes, and transverse Ground Penetration Radar (GPR) survey. Laboratory testing to test the resistance to rutting and shoving for the three asphalt mixtures placed at the intersections included 1) the Hamburg Wheel Tracking Device (HWTD) to evaluate the rutting resistance of mixtures as well as moisture susceptibility of compacted specimens while submerged in water, (2 the repeated load permanent deformation test or Flow Number (FN) test for predicting the rutting behaviour of the specimens, (3 a newly developed Uniaxial Shear Tester (UST), and (4) IDEAL Rutting Test to measure the shear properties of the asphalt mixes.

Use of OGFC to Address Drainage Issues for George Massey Tunnel

mar, 03/15/2022 - 17:19
Use of OGFC to Address Drainage Issues for George Massey Tunnel
by Sharma,V; Babuin,C; Johnston,A; Bahamdun,S.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P09 - MAIN


The George Massey Tunnel is a major Fraser River Crossing on Highway 99 in Lower Mainland Vancouver. It is a 4- lane tunnel with an average daily traffic of about 100,000 vehicles. The tunnel was constructed in 1950's and is close to the end of its service life. The Province is considering replacing the existing tunnel with a new tunnel or a bridge in the near future. Therefore, the Ministry was looking at potential solutions to fix the water seepage issues for the 5-10- year term. The tunnel approaches have been exhibiting water seepage issues for the past several years. The river water seeps through the joints of the approach slabs, and the pavement surface stays wet at most times. Water seepage poses potential safety concerns during the winter season. Continuous water seepage results in poor pavement performance. Different options were considered as possible rehabilitation solutions. Considering potential of clogging of the voids in the OGFC surface layer, a solution involving the placement of a drainage layer on top of the approach slab followed by placement of two lifts of conventional HMA were constructed. This allowed for the seeping water to flow through the drainage layer without reaching the pavement surface.

Development of High Stability and Fuel Resistant Airfield Asphalt Mixture

mar, 03/15/2022 - 16:51
Development of High Stability and Fuel Resistant Airfield Asphalt Mixture
by Varamini,S; Ahmed,M; Chee,K; Brcic,Z; Esenwa,M.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P08 - MAIN


Airport runways and taxiways are commonly comprised of a flexible type of pavement surfaced with asphalt mixture that need to endure extreme stresses induced by slow-moving aircrafts, combined with extreme climatic conditions. Additionally, asphalt surfaces could be exposed to fuel spills and/or de-icing chemicals which can further lead to accelerated deterioration of asphalt mixes. So, it is extremely important for airport owners to utilize asphalt mixtures that provides increased level of resistant to load-associated and environmental surface distresses, while providing high level of resistant to detrimental effects of fuel and hydraulic fluid spills. This paper provides information on steps employed in designing a high stability and fuel-resistant asphalt mixture for the busiest airport in Canada, the Toronto Pearson International Airport. Performance testing included: (a) 24-hour fuel immersion test, (b) rutting performance by using Asphalt Pavement Analyzer, Hamburg Wheel Tracking Test, and Flow, and ( c) compression-tension fatigue and dynamic modulus, and ( d) Tensile Strength test. Production and paving experience observed during the first-in-Canada field trial are also included in this paper. This paper further explains the applicability of methodology adopted to develop this mix to other airports in Canada.

Uses and Applications of High Modulus Concretes for Cold Climate

mar, 03/15/2022 - 16:24
Uses and Applications of High Modulus Concretes for Cold Climate
by Proteau,M; Griggio,A; Lamothe,S; Carter,A; Perraton,D.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P07 - MAIN


High Modulus Asphalt Concretes (HMACs or EME in French) using very hard bitumen were developed in Europe in the 1980s. This type of mix, but adapted for the northern climate, was introduced in Canada in 2012. These high-performance mixes have distinct rheological characteristics, superior to conventional Hot Mix Asphalt (HMA), particularly in terms of structural contribution with an exceptional "modulus of rigidity- fatigue strength" couple. Their adaptation to the Canadian climate must also be ensured by sufficient resistance to low temperature cracking. Their mix designs are ensured by advanced laboratory analyses and based mainly on measurements of mechanical performance such as their modulus of rigidity, their resistance to fatigue, thermal cracking, rutting and their water sensitivity. This article focuses on the formulation approach, the structural contribution in comparison to conventional mixes, and presents several examples of applications (both in new constructions .and in rehabilitation) for various operating conditions. The results show that the combined use of high modulus asphalt pavement and a Mechanistic-Empirical Pavement Design (M-EPD) method allows the reduction of the pavement thickness and a reduction in CO2 emissions and in cost.

A State-of-the-Art Review: Approaches for Assessing the Compatibility of Asphalt Materials and Additives

mar, 03/15/2022 - 15:10
A State-of-the-Art Review: Approaches for Assessing the Compatibility of Asphalt Materials and Additives
by Zhang,R; Dave,EV; Sias,JE; Tabatabaee,HA; Sylvester,T.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P06 - MAIN


A major challenge in current asphalt material selection and specification is the lack of a clear process to determine compatibility between different binder types and additives. In this study, a comprehensive state of the art review on the available tools and techniques to assess the compatibility of complex binder blends was conducted. The promising tools and methods identified from the review were grouped into four categories based on their evaluation purpose and testing procedures: analytical methods; microscopy techniques; thermal property characterization; and performance-based tests. The binder colloidal indices and functional group indices measured from binder analytical tests, and the thermal parameters measured from binder thermal characterization methods have been extensively used in attempts to identify incompatible binder blends. Morphological mapping using microscopy techniques have been used to detect the issue of phase separation. Performance based parameters also show the ability to identify incompatible binders based on measured properties. Preliminary results from on-going research on various binder and mixture tests for compatibility assessment is discussed in the latter part of paper. Study materials consisting of three binders, three recycled asphalt sources are being utilized to evaluate the selected testing methods/parameters and to identify the materials with potential incompatibility issues.

Evaluating Low-Temperature Cracking Resistance of Recycled Asphalt Mixtures Using a Modified IDEAL Procedure

mar, 03/08/2022 - 20:51
Evaluating Low-Temperature Cracking Resistance of Recycled Asphalt Mixtures Using a Modified IDEAL Procedure
by Zhang,Y; Bahai,HU.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P05 - MAIN


The observation of significant aggregate fracturing during testing is a challenge in interpretation of low-temperature cracking resistance testing of recycled asphalt mixtures. This challenge is becoming more important due to increased interest of using high contents of Reclaimed Asphalt Pavement (RAP) and Recycled Asphalt Shingles (RAS) in the production of Hot Mix Asphalt (HMA). It is believed that such aggregate fracturing is an artifact of the test conditions in the laboratory and does not represent field conditions. ) In this study, a modified procedure of the Indirect Tensile Cracking Test (IDEAL) was developed to reduce or eliminate aggregate fracturing through adjusting testing temperatures and loading rates. The results show that mixture CTindex values measured with the modified IDEAL procedure can differentiate effectively based on RAP/RAS amounts, recycling agent types, and laboratory aging conditions. The CTindex values also correlate very well with blended binder Bending Beam Rheometer (BBR) results, indicating that the test procedure reduces the interference of aggregate fracturing and showing the effects of binders low-temperature properties on the high recycled asphalt mixtures. It is recommended that this issue of aggregate fracturing needs to be carefully considered in IDEAL and other types of low-temperature cracking tests being used today.

Comparison of the Mechanical Properties of Asphalt Emulsion Stabilized Base Courses Modified Using Cement or Asphaltenes

mar, 03/08/2022 - 19:07
Comparison of the Mechanical Properties of Asphalt Emulsion Stabilized Base Courses Modified Using Cement or Asphaltenes
by Uddin,MM; Kamran,F; Corenblum,B; Hashemian,L.
2021.
Proceedings of the Sixty-Sixth Annual Conference of the Canadian Technical Asphalt Association (CTAA): Cyberspace.
CA6 AIH___ 2021P04 - MAIN


The base layer is an essential part of the pavement structure to distribute the traffic load towards the subgrade. Deformation, fatigue cracking, and moisture damage are typical distresses in the pavement due to excessive traffic load and environmental effects. Stabilization is one of the best methods to improve base layer performance to achieve sufficient bearing capacity and resist these problems. Asphaltenes extracted through deasphalting of oil sands bitumen are a by-product of the bitumen with no significant use in the road industry. In the previous research, it was shown asphaltenes could be used as an appropriate modifier to enhance the mechanical properties of asphalt emulsion stabilized mixes, including compressive strength, permanent deformation and tensile strength without causing a significant stiffness and cracking problem. This study aims to compare the addition of cement or asphaltenes on the mechanical properties of asphalt emulsion stabilized bases. It was found that the addition of asphaltenes had a greater impact on increasing the strength and cracking resistance of the mixes as compared to cement. Also, cement-modified samples were more prone to low temperature cracking as compared to the asphaltenes-modified mixtures. However, asphaltenes-modified samples were found to be more susceptible to moisture damage.

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