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Porous pavements / by Ferguson, Bruce K.(CARDINAL)275114;
Includes bibliographical references and index.Why make pavements porous? -- Dimensions of porous pavement installations -- Porous pavement structure -- Porous pavement hydrology -- Porous pavement tree rooting media -- Porous aggregate -- Porous turf / by Ronald B. Sawhill -- Plastic geocells -- Open-jointed paving blocks -- Open-celled paving grids -- Porous concrete -- Porous asphalt -- Soft porous surfacing / by Kim Sorvig -- Decks / by Gregg A. Coyle."Relying on case studies and factual data from observed experience, and containing abundant references for further information, Porous Pavements gives responsible practitioners a complete toolbox from which to select the appropriate material for site-specific conditions, providing a "green" alternative to impervious pavements"--P. [4] of cover.
Subjects: Pavements, Asphalt.; Asphalt.; Pavements, Porous.;
Available copies: 2 / Total copies: 2
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Field performance of a porous asphaltic pavement / by Wyant, David C.(CARDINAL)315512; Virginia Transportation Research Council.(CARDINAL)195142;
Includes bibliographical references (page 47).Final report.Sponsored by Virginia Department of Transportation, in cooperation with the U.S. Department of Transporation, Federal Highway Administration, under contract no.
Subjects: Technical reports.; Pavements, Asphalt; Pavements, Porous; Runoff;
Available copies: 1 / Total copies: 1
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Performance-based mix design of porous friction courses / by Watson, Donald E.,author.(CARDINAL)328212; Tran, Nam H.,author.(CARDINAL)783365; Rodezno, Carolina,author.(CARDINAL)783364; Taylor, Adam J.,author.(CARDINAL)783363; James, Tommy M.,author.(CARDINAL)783362; United States.Federal Highway Administration,sponsor.(CARDINAL)139839; American Association of State Highway and Transportation Officials,sponsor.(CARDINAL)138446; National Academies of Sciences, Engineering, and Medicine (U.S.).Transportation Research Board,publisher,issuing body.(CARDINAL)346225; National Cooperative Highway Research Program,issuing body.(CARDINAL)281856;
Includes bibliographical references (pages 125-128)."This report presents a proposed AASHTO standard mix design method for porous asphalt friction courses. Thus, the report will be of immediate interest to materials engineers in state highway agencies and in the construction industry with responsibility for design of porous friction courses (PFCs)"--Foreword.Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
Subjects: Technical reports.; Mixtures.; Pavements, Asphalt concrete; Pavements, Porous; Roads;
Available copies: 1 / Total copies: 1
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Permeable pavements, green roofs, and cisterns : stormwater treatment practices for low-impact development / by Hunt, William F.(William Frederick),1972-(CARDINAL)222922; Szpir, Laura L.; North Carolina Cooperative Extension Service.(CARDINAL)217218;
Includes bibliographical references (page 7).
Subjects: Water reuse; Green roofs (Gardening); Pavements, Porous; Water harvesting;
Available copies: 2 / Total copies: 3
On-line resources: https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957; https://digital.ncdcr.gov/documents/detail/3280957;
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Evaluation of permeable friction course (PFC), roadside filter strips, dry swales, and wetland swales for treatment of highway stormwater runoff / by Winston, Ryan,1984-author.(CARDINAL)331319; North Carolina.Department of Transportation.(CARDINAL)145570; North Carolina State University.Department of Biological and Agricultural Engineering.(CARDINAL)171816;
Includes bibliographical references (pages 50-53).Final report;Stormwater runoff from roadways is a source of surface water pollution in North Carolina. The North Carolina Department of Transportation (NCDOT) is required to implement stormwater control measures (SCMs) in the linear environment. NCDOT has specific interest in evaluating pollutant loads from interstate highways and potential stormwater treatment measures. The research presented herein focuses on monitoring of highway runoff at four sites along Interstate 40 (I-40) in Johnston, Sampson, and Duplin counties. This entire stretch of I-40 had a permeable overlay [known as a permeable friction course (PFC)] applied in November, 1998. The overlay is porous, and allows water to pass through the surface of the pavement, reducing splash during rainfall and allowing for improved vehicle traction (Barrett et al. 2006). Drainage from the PFC was monitored at all four sites to determine highway pollutant concentrations and loads. Roadside filter strips are nearly ubiquitous on highways, as they are constructed to make grade and to hydraulically connect the roadway to the roadside swale. Two roadside filter strips (21.5 ft in width) were evaluated in this study. Finally, four linear roadside swales were monitored to determine their hydrologic and water quality benefits. Two of these swales were dry swales, meaning that they drained inter-event. The other two swales had wetland characteristics, including hydrophytic vegetation, hydric soils, and wetland hydrology.Performed by NC State University, Department of Biological and Agricultural Engineering, sponsored by North Carolina Department of Transportation, Research and Analysis Group
Subjects: Technical reports.; Pavements, Porous; Road drainage; Runoff; Water quality management;
Available copies: 6 / Total copies: 7
On-line resources: https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703; https://digital.ncdcr.gov/documents/detail/2558703;
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Concrete materials, 2010. by National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references.Engineered Cementitious Composites: Can Composites Be Accepted as Crack-Free Concrete? -- Evaluation of Time of Set for Concrete Mix in Cold Weather with HIPERPAV Wisconsin Model -- Grid Types Used to Strengthen Reinforced Concrete Panels Subjected to Impact loading -- Fundamental Investigations into Performance of Carbon-Neutral Rice Husk Ash as Supplementary Cementitious Material -- Microstructural and Mineralogical Characterization of Cement Kiln Dust-Activated Fly Ash Binder -- Evaluation of Environmental Effectiveness of Titanium Dioxide Photocatalyst Coating for Concrete Pavement -- New AASHTO T336-09 Coefficient of Thermal Expansion Test Method: How Will It Affect You? -- Interlaboratory Study on Measuring Coefficient of Thermal Expansion of Concrete -- Porous Concrete Pavements: Mechanical and Hydraulic Properties -- Development of End-Result Specifications for Concrete in Virginia -- Construction and Performance of Pervious Concrete Overlay at Minnesota Road Research Project -- Effects of Soil Clogging and Water Saturation on Freeze-Thaw Durability of Pervious Concrete -- Resistance of Portland Cement Pervious Concrete to Deicing Chemicals -- Development and Application of Maturity Method for Prediction of Concrete's Resistance to Chloride Ion Penetration -- Concrete Containing Recycled Concrete Aggregate for Use in Concrete Pavement -- Cracking Tendency of Bridge Deck Concrete -- Evaluating the Use of Recycled Concrete Aggregate in Pervious Concrete Pavement."This issue contains 17 papers on the subject of concrete materials. Specific topics discussed include the following: engineered cementitious composites; time of set for concrete mix in cold weather; grid types used to strengthen reinforced concrete panels; rice husk ash as supplementary cementitious material; cement kiln dust-activated fly ash binder; titanium dioxide photocatalyst coating for concrete pavement; AASHTO T336-09 coefficient of thermal expansion test method; measuring coefficient of thermal expansion of concrete; porous concrete pavements; end-result specifications for concrete; pervious concrete overlay; freeze-thaw durability of pervious concrete; resistance of pervious concrete to deicing chemicals; maturity method for prediction of concrete's resistance to chloride ion penetration; concrete containing recycled concrete aggregate; cracking tendency of bridge deck concrete; and recycled concrete aggregate in pervious concrete pavement."--pub. desc.
Subjects: Technical reports.; Conference papers and proceedings.; Concrete; Pavements, Concrete; Concrete construction;
Available copies: 2 / Total copies: 2
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Concrete materials, 2011. by National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references."This issue contains 14 papers on the following aspects of concrete materials: heat of hydration for cement; moisture transport and its effect on deformations in concrete pavement; calibrating the mortar flow table; titanium dioxide photodegradation of nitrogen oxides; nanomodified porous concrete; quality assurance and quality control of concrete; interface bond of ultra-high-performance concrete bridge deck overlays; internal frost damage of concrete; effect of fiber addition to ultra-high-strength mortars; potassium acetate deicer acceleration of alkali-silica reaction in concrete pavements; blended fly ashes mitigation of alkali-silica reaction; optimizing aggregates to reduce cement in concrete; specialized concrete pavement materials for collection of surface heat; and cyclic heat island impacts on traditional versus pervious concrete pavements."--pub. desc.
Subjects: Technical reports.; Conference papers and proceedings.; Concrete; Pavements, Concrete; Concrete construction;
Available copies: 2 / Total copies: 2
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Environment 2011. by National Research Council (U.S.).Transportation Research Board.(CARDINAL)141287;
Includes bibliographical references.Integrated bus information system -- Assessing effects of operational efficiency on pollutant emissions of nonroad diesel construction equipment -- Corridor-level air quality analysis of freight movement -- MOVES versus MOBILE -- Evaluating effects of engine operating variables on particle number emission rates using robust regression models -- Evaluation of effectiveness of coordinated signal control in reducing vehicle emissions during peak hours versus nonpeak hours -- Port Authority of New York and New Jersey criterion pollutant and greenhouse gas emission inventory -- Onboard, real-world second-by-second particle number emissions from 2010 hybrid and comparable conventional vehicles -- Using an activity-based framework to determine effects of a policy measure on population exposure to nitrogen dioxide -- Characterization of on-road emissions of compressed natural gas and diesel refuse trucks -- Characteristics of low-speed vehicle-specific power distributions or urban restricted-access roadways in Beijing -- Comparison of air quality-related mortality impacts of different transportation modes in the United States -- Statistical approach to estimating truck traffic speed and its application to emission inventory modeling -- Costs of automobile air emissions in U.S. metropolitan areas -- Ecological assessment process and credit system for highway capacity projects -- Tire noise generation and propagation over porous and nonporous asphalt pavements -- Determining end limits of quieter pavement projects -- Effects of aging on tire-pavement noise generation for concrete pavements of different textures -- Reflections from highway noise barriers and use of absorptive materials in the United States -- Port Columbus, Ohio, International Airport Southwest Noise Berm-Wall Project -- Evaluation of variables affecting sustainable highway design with BE²ST-in-Highways System."This issue contains 21 papers concerned with the following aspects of transportation and the environment: the Integrated Bus Information System for evaluating vehicle emissions and fuel consumption; pollutant emissions of diesel construction equipment; freight movement corridor air quality; MOVES versus MOBILE for estimating emissions; engine operating variables effect on emission rates; coordinated signal control to reduce vehicle emissions; Port Authority of New York and New Jersey emission inventory; emissions fro 2010 hybrid vehicles; determining effects of policy on population exposure to nitrogen dioxide; emissions of compressed natural gas and diesel refuse trucks; low-speed vehicle specific power distributions on urban restricted-access roads in Beijing; air quality related mortality impacts of different transportation modes; estimating truck traffic speed for emission inventory modeling; costs of metropolitan area automobile emissions; ecological assessment for highway capacity projects; tire noise of asphalt pavements; end limits of quieter pavement projects; concrete pavement aging effect on tire-pavement noise; reflections from highway noise barriers; Port Columbus, Ohio, International Airport southwest noise berm-wall project; and sustainable highway design variables."--pub. desc.
Subjects: Technical reports.; Transportation; Transportation, Automotive; Motor vehicles; Traffic noise.;
Available copies: 2 / Total copies: 2
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Development of transient permeability theory and apparatus for measurements of cementitious materials / by Roy, D. M.(CARDINAL)324792; Pennsylvania State University.Materials Research Laboratory.(CARDINAL)324791; Strategic Highway Research Program (U.S.)(CARDINAL)298325;
Includes bibliographical references (page 25).Executive summary -- Introduction -- Introduction to theory of pressure pulse testing -- Model development -- Model solution -- Discussion of results of mathematical model -- Equipment design -- Sampling handling -- Typical experimental results -- Limitation of the equipment -- References -- Appendices.A permeability apparatus has been developed that allows a rapid and accurate measurement of water transport concrete. The principle of the apparatus consists in subjecting a test specimen to a small pressure differential and monitor both the pressure decay and the pressure rise resulting in response to the pressure pulse. Very rapid measurements are possible with this apparatus for specimens possessing permeabilities on the order of microdarcy to nanodarcy. However, below a nanodarcy, the problems of establishing pressure equilibrium throughout the test specimen becomes more difficult. To explain the behavior of cementitious materials subjected to pressure, mathematical relationships were developed building upon the work in the existing literature on fluid flow in porous media subjected to a transient pressure pulse.... contract no.
Subjects: Concrete; Pavements, Concrete; Pavements, Concrete;
Available copies: 1 / Total copies: 1
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Asphalt materials and mixtures, 2015. by National Academies of Sciences, Engineering, and Medicine (U.S.)(CARDINAL)335317; National Research Council (U.S.).Transportation Research Board,issuing body.(CARDINAL)141287;
Includes bibliographical references.Effect of water content on binder foaming characteristics and foamed mixture properties / Fan Yin, Edith Arambula, and David E. Newcomb -- Improved methodology to evaluate fracture properties of warm-mix asphalt using overlay test / Fan Gu, Yuqing Zhang, Xue Luo, Rong Luo, and Robert L. Lytton -- Effect of mineral fillers on the oxidative aging of asphalt binders: laboratory study with mastics / Raquel Moraes and Hussein Bahia -- Fatigue and rutting evaluation of laboratory-produced asphalt mixtures containing reclaimed asphalt pavement / Mohammedreza Sabouri, Thomas Bennert, Jo Sias Daniel, and Y. Richard Kim -- Use of the resilient modulus test to characterize asphalt mixtures with recycled materials and recycling agents / Juan S. Carvajal Munoz, Fawaz Kaseer, Edith Arambula, and Amy Epps Martin -- Effect of recycling agents on the laboratory performance of asphalt mixtures containing recycled asphalt shingles / Samuel B. Cooper, Jr., Louay N. Mohammad, Mostafa A. Elseifi, and Marcelo S. Medeiros, Jr. -- Laboratory tests and numerical simulations of mixing superheated virgin aggregate with reclaimed asphalt pavement materials / Kun Zhang, Haifang Wen, and Andrew Hobbs -- Quantitative characterization of binder blending: how much recycled binder is mobilized during mixing? / Sheng Zhao, Baoshan Huang, Xiang Shu, and Mark E. Woods -- Biomodification of rubberized asphalt and its high temperature properties / Shahrzad Hosseinnezhad, Amadou Bocoum, Francisco Martin Martinez, and Ellie H. Fini -- Fatigue performance evaluation of rubberized porous European mixture by simplified viscoelastic continuum damage model / Zhaoxing Xie, Junan Shen, Mathew Earnest, Bo Li, and Mike Jackson -- Characterization of adhesion and healing at the interface between asphalt binders and aggregate using atomic force microscopy / Minghui Gong, Jun Yang, Jianming Wei, and Weiwei Zhu -- Correlating laboratory test methodologies to measure skid resistance of pavement surfaces / Adelia D. Nataadmadja, Douglas J. Wilson, Seosamh B. Costello, and Minh Tan Do -- Numerically supported experimental determination of the behavior of the interlayer bond in asphalt pavement / Frohmut Wellner and Borislav Hristov -- Nanomechanical evaluation of vapor-conditioned and unconditioned asphalt / Hasan M. Faisal, Mohammad I. Hossain, and Rafiqul A. Tarefder -- Precision of the Hamburg wheel-track test / Haleh Azari and Alaeddin Mohseni -- Development of an analytical model to predict the field permeability of asphalt pavements / Rafiqul A. Tarefder and Mohiuddin Ahmad.This issue contains sixteen papers related to asphalt mixtures and materials.
Subjects: Asphalt.; Asphalt; Asphalt; Road materials; Binders (Materials); Pavements, Asphalt; Asphalt;
Available copies: 1 / Total copies: 1
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