| Preface |
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xi | |
| The chairman's note |
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xiii | |
| Chair and committees |
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xv | |
| Hosting institution |
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xvii | |
| Sponsors |
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xix | |
| Patronages |
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xxi | |
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Data quality and monitoring |
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Categorizing 3D pavement rut shapes using 3D laser imaging technology |
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3 | (8) |
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Asphalt concrete mixtures lightened with expanded clay for high-grip wearing course layers |
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11 | (8) |
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The application of pavement texture depth in pavement maintenance at network level |
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19 | (10) |
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A review of state airport pavement management practices and airport pavement conditions in the United States from 2003 through 2016 |
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29 | (6) |
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Advanced PMS. Consideration of the pavement bearing capacity |
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35 | (8) |
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Precise localization of damages on concrete slab pavements |
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43 | (6) |
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Quality assurance of road traffic data |
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49 | (6) |
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The long-term observation section on motorway BAB A5 in Hesse as a data source for research in the field of road maintenance |
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55 | (8) |
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Characterization of road surface by means of laser scanner technologies |
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63 | (10) |
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Field assessment of three-dimensional surface texture and frictional properties of experimental Canadian road pavements |
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73 | (8) |
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Integrating historical-truth aircraft traffic data into a pavement management system |
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81 | (8) |
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Damaged flexible road pavement inspection using GPR |
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89 | (8) |
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Comparison of the methodologies to compute pavement surface deflections from traffic speed deflectometer data |
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97 | (8) |
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M. Nasimifar. S. Thyagarajan |
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Investigation of the permanent deformation properties of open-graded permeable unbound granular materials |
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105 | (10) |
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Field demonstration of the traffic speed deflectometer |
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115 | (10) |
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Performance assessment of rehabilitated highway pavement |
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125 | (10) |
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Economics, political and environmental management, strategies |
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Impact of flexible pavement structural response on rolling resistance and vehicle fuel economy |
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135 | (8) |
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Airport pavement maintenance planning using a genetic algorithm for global cost minimization |
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143 | (16) |
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Prioritising maintenance and rehabilitation projects to ensure sustainable pavement preservation |
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159 | (6) |
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Holistic approach to asset management delivery to achieve sustainable efficiencies |
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165 | (10) |
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A dynamic optimal model for pavement asset management and PPP projects |
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175 | (8) |
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A methodological framework for implementation of asset management in PPP projects |
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183 | (10) |
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Limitations of existing pavement deterioration models and a potential solution |
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193 | (6) |
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Effect of freeze-thaw cycles on fatigue cracking and rutting of asphalt pavements |
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199 | (8) |
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Defining crack growth on chipseal surfaces |
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207 | (10) |
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Validation of the pavement remaining service interval concept using highway agency models and data |
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217 | (8) |
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Prediction models for international roughness index and rut depth |
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225 | (6) |
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Modeling roughness progression in Mexican roads using historical data |
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231 | (10) |
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Mechanistic rutting modelling of a LTPP road structure |
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241 | (22) |
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Modeling the pothole generation process by composite statistical models for pavement management on expressway bridges |
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251 | (12) |
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Key performance indicators |
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Prediction of top-down cracking in sustainable asphalt materials using energy ratio testing |
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263 | (6) |
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Development of a pavement condition index for urban management systems |
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269 | (8) |
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Laboratory evaluation of the flexural properties of membrane-reinforced asphalt systems |
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277 | (8) |
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Multivariate statistics on pavement condition indicators |
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285 | (8) |
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Pavement maintenance of small municipalities: Evaluation of the quality evolution for different budget scenarios |
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293 | (8) |
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Methodology to assess airport pavement condition using GPS, laser, video image and G1S |
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301 | (8) |
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Fine aggregate properties vs asphalt mechanical behavior: An experimental investigation |
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309 | (8) |
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New City of Montreal's intervention plan for the management of municipal assets |
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317 | (8) |
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Asset management in Latin America and the Caribbean; Result from an Inter-American Development Bank sectorial study |
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325 | (6) |
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Status of airport pavement conditions in the United States |
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331 | (10) |
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Road maintenance at the operative level. Silesian voivodship case study |
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341 | (8) |
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Effect of roadside vegetation on waveband roughness levels for pavements founded on expansive soils |
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349 | (10) |
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Current international practices on pavement condition assessment |
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359 | (6) |
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Life-cycle pavement maintenance: Identification of medium to long-term candidate renewal schemes |
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365 | (10) |
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A simple method for monitoring and comparing the condition of pavements on the trunk road network, and informing maintenance budgets, using proxy datasets |
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375 | (8) |
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Concrete pavement preservation in general aviation airports management |
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383 | (8) |
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Connecting the dongle to the shovel |
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391 | (8) |
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Development of innovative asset management solutions for a large Canadian city |
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399 | (8) |
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Total cost optimization for public transport system in Tumkur city |
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407 | (10) |
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Evaluation of a realistic damage maps of runaway pavements due to real traffic load |
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417 | (10) |
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Bridge weigh-in-motion as a tool for road damage remediation |
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427 | (6) |
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Polyfunctional polymeric systems for improving asphalt pavement performance through recycling |
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433 | (10) |
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Asphalt binder rejuvenation for recycling road materials |
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443 | (10) |
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Recycled fillers as an alternative in bituminous mixtures for road pavements |
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453 | (8) |
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Structural coefficient calibration of sustainable asphalt paving materials |
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461 | (8) |
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Improving design of bituminous mixture through service-oriented specifications |
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469 | (8) |
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Environmental and mechanical benefits of cold recycled bituminous mixes with crumb rubber |
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477 | (8) |
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Influence of mineralogical and chemical composition of aggregates on strength and adhesion property |
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485 | (8) |
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Assessing the bond strength of two-layer Roller Compacted Concrete (RCC) for pavements |
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493 | (8) |
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Design for the maximization of the amount of Reclaimed Asphalt Pavement (RAP) and by-products in asphalt mixtures |
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501 | (6) |
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Characterization of bituminous mixtures modified with ZVI nanoparticles |
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507 | (6) |
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Improved performance evaluation of bitumen stabilised materials in the laboratory |
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513 | (10) |
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Laboratory performance of fine crumb rubber bituminous mixtures fabricated by the dry process |
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523 | (8) |
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Analysis of permanent deformation in cement-bitumen treated materials developed by means of wheel tracking test machine |
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531 | (10) |
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Field monitoring and analysis of the early performance of unbonded concrete overlay using strain gauge readings |
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541 | (8) |
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Durability and strength assessment of pavement materials treated with polyacrylamide-based additive |
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549 | (8) |
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Effect of higher axle loads on service life of bituminous pavement |
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557 | (10) |
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Zero shear viscosity evaluation of PMB bituminous binders with different levels of polymer modifications |
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567 | (8) |
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Permanent deformation properties of nylon fiber reinforced asphalt concrete |
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575 | (10) |
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Permeability flow measurement for open-graded friction courses |
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585 | (10) |
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Impact assessment of road work zones in operating conditions, safety and user costs |
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595 | (10) |
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A new decision support tool for asset management of airfield pavements |
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605 | (6) |
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Long-term work zone planning for highway infrastructure |
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611 | (8) |
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Effect of preservation treatments on pavement performance |
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619 | (8) |
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Recycling bituminous shingles in cold mix asphalt for high-performance patching repair of road pavements |
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627 | (8) |
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Optimized treatment selection using structural data for pavement management applications |
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635 | (8) |
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Optimization of pavement M&R activities and work zones with user costs for multiple distress types |
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643 | (8) |
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Network-level optimization of pavement M&R activities, timing and work-zone length for multiple distress types |
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651 | (12) |
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Investigation on the compaction temperature effect on reactivating aged bitumen of 100% RAP mixtures |
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663 | (8) |
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Discussing the feasibility of improving fatigue performance of asphalt mixtures by incorporating high recycled asphalt pavement |
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671 | (6) |
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Integrated LCA and LCCA network level pavement maintenance model |
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677 | (8) |
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Material structural and economical aspects of life cycle extension of asphalt concrete surfacing |
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685 | (8) |
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Influence of aggregate particle shape indices on moisture sensitivity of bituminous mixes |
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693 | (6) |
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Maintenance management of grooved runway pavement |
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699 | (10) |
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Road design measures and strategies for the prevention and suppression of forest fires in Spain |
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709 | (6) |
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Evaluation of speed control cameras in Lisbon network |
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715 | (8) |
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Application of road safety indicators of road maintenance planning. Warmia and Mazury case study |
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723 | (8) |
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Probability contour map of landing overrun based on aircraft braking distance computation |
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731 | (10) |
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Risk management in infrastructure companies |
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741 | (10) |
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Establishing a method for identifying and managing high crash locations |
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751 | (8) |
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Skid resistance strategy for a road network |
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759 | (10) |
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Integrating resilience concepts with pavement management: A case study in Delaware |
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769 | (10) |
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Bridge and tunnel management |
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Risk level evaluation of transport of dangerous goods through road tunnels |
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779 | (8) |
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Bridge model validation at Indiana DOT |
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787 | (10) |
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Smart infrastructure and IT |
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Classifying pavement surface anomalies utilizing smartphones technology, vehicles and on-board diagnostic devices |
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797 | (8) |
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New indicators of riding comfort based on vehicle dynamics |
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805 | (10) |
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Response type roughness measurement and cracking detection method by using smartphone |
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815 | (8) |
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| Author index |
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823 | |
Rohkem infot Taylor & Francis e-raamatute kohta