State of the art review on design and performance of microsurfacing

Bhargava, Nishant; Siddagangaiah, Anjan Kumar; Ryntathiang, Teiborlang Lyngdoh

doi:10.1080/14680629.2019.1607771

Cited by 22 publications

(15 citation statements)

References 44 publications

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“…The conventional mixture design of microsurfacing used wet track abrasion test (WTAT), load wheel test (LWT), and stability and resistance to conduct compaction tests. In order to adapt to the field application, the Model Mobile Load Simulator (MMLS 3) was developed to evaluate the rutting and bleeding, and the SENB test was developed for temperature cracking [ 18 , 19 ]. Many studies have been carried out on the influence of the composition of emulsion, fiber, cement and others, as well as the molding method, curing time, and temperature performance of microsurfacing mixture [ 20 , 21 ].…”

Section: Introductionmentioning

confidence: 99%

Validation of Adhesive and Temperature Property Characteristics of Microsurfacing by Performance-Based Mixture Design Approach

et al. 2021

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Performance-based mixture design of microsurfacing offers a promising solution to the best application of asphalt emulsions. The presented study investigated a novel approach to evaluate the spalling resistance and high and low-temperature resistance of microsurfacing. The laboratory tests, including mixture bond strength (MBS), driving wheel pavement analyzer (DWPA), multi-stress creep recovery (MSCR), load wheel rutting (LWR), and single edge notch beam (SENB) were conducted to characterize the performance-related properties; the response surface method (RSM) was used to obtain the optimal proportions of the mixture. According to the experimental results, the performance-based mixture design method improves the comprehensive performance of microsurfacing, such as adhesion at high and low temperatures. The results of RSM show that temperature is the most important factor that affects the adhesion of mixture. There is a strong correlation between adhesive and temperature performance detected by different test methods. Due to different chemical mechanisms caused by cement and emulsified asphalt, the high-temperature performance index of the microsurfacing mixture is lower than that of HMA. Furthermore, the low-temperature resistance is analyzed and suggested indicator is proposed.

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Section: Introductionmentioning

confidence: 99%

Validation of Adhesive and Temperature Property Characteristics of Microsurfacing by Performance-Based Mixture Design Approach

et al. 2021

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“…Today, the preservation of the existing road surface and the prevention of its destruction over time remains relevant. One of the progressive materials that solves this problem, both at the construction stage and at the stage of operation is a thinlayer pavement with slurry surfacing mix: slurry seal and micro surfacing (Bhargava et al, 2019;Demchuk et al, 2018;Gujar and Vakharia, 2019;Hou et al, 2018;Grilli et al, 2021;Sidun et al, 2019).…”

Section: Introductionmentioning

confidence: 99%

Quick-traffic slurry surfacing mix with orthophosphoric acid

Sidun

Vollis

Hidei

et al. 2021

Production Engineering Archives

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Bitumen emulsions for slurry surfacing mix technology using oxidized bitumen and hydrochloric and orthophosphoric acids on laboratory DenimoTech bitumen-emulsion plant are made in the work. Methylene blue adsorption index of granite aggregate for use in slurry surfacing mix was investigated. Comparatively mix time and cohesion strength build-up of selected compositions slurry surfacing mix with hydrochloric and orthophosphoric acids depending on the variable content of bitumen emulsion. The advantage of using orthophosphoric acid in slurry surfacing mix according to the cohesion strength build-up criterion has been proved. The importance of correct distribution of bitumen drops in the emulsion was confirmed using a sedimentograph Mastersizer 2000. Two emulsions of the same component composition were compared, which differed in particle size. It has been established that it is not possible to design a slurry surfacing mix using the mix time criterion with the help of coarse bitumen emulsion.

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Section: Introductionmentioning

confidence: 99%

“…12 Regarding that the mix design of protective asphalt such as microsurfacing uses bitumen emulsion and cold mix design, even the best wet processes are not very efficient due to the separation of the bitumen phase from the crumb rubber and the sedimentation of the rubber in the emulsion, so the replacement of the crumb rubber instead of the aggregate or the dry process is more important. 13 Few studies have been carried out on the use of crumb rubber as aggregate. For the first time in 1997, in the context of Halleran's and his colleagues' efforts to use the crumb rubber in microsurfacing, an idea called "solvent dispersion" was proposed, which also contained the presence of powder particles in the emulsion bitumen.…”

Section: Introductionmentioning

confidence: 99%

Performance evaluation of microsurfacing with rubber powder

Hesami¹,

Ataollahi

Sadeghi

2020

Journal of Thermoplastic Composite Materials

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With the rapid increase in the number of vehicles, the use of worn tires that are increasing everyday grows environmental problems. On the other hand, one of the fundamental issues for road agencies is the management and maintenance of the roads. The preeminent practice in this area is to carry out preventive maintenance by methods such as using protective asphalt layers by means of microsurfacing. However, there has not been a study regarding microsurfacing with rubber, the mix design, and its field performance indicators. In this study, the performance of microsurfacing mixtures with different amounts of crumb rubber has been investigated under the ISSA A143 requirement set by the International Slurry Surfacing Association. For this purpose, 0.5–3% of crumb rubber with a grain size of maximum 0.33 mm as a replacement of aggregates has been used. The results from wet track abrasion test excess asphalt by loaded wheel test (LWT), multilayer LWT showed that the best performance among different amounts of rubber powder is obtained at the 14% bitumen emulsion and 0.5% crumb rubber, and the use of this amount of crumb rubber reduced the amount of optimum emulsion needed. Moreover, the rutting on the specimen also decreased compared to the control specimen.

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State of the art review on design and performance of microsurfacing

Cited by 22 publications

References 44 publications

Validation of Adhesive and Temperature Property Characteristics of Microsurfacing by Performance-Based Mixture Design Approach

Validation of Adhesive and Temperature Property Characteristics of Microsurfacing by Performance-Based Mixture Design Approach

Quick-traffic slurry surfacing mix with orthophosphoric acid

Performance evaluation of microsurfacing with rubber powder

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