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Sting and Materials, Annual Book of ASTM Standards, Volume 04.03, West Conshohocken, Pennsylvania. ASTM D1559-89. "Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus." American Society for Testing and Materials, Annual Book of ASTM Standards, Volume 04.03, West Conshohocken, Pennsylvania. Murphy, D. T. and J. J. Emery. "Modified Cold In-Place Asphalt Recycling." Presented at the 1995 Annual Conference of the Transportation Association of Canada, Victoria, British Columbia. AASHTO Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials, Washington, DC, 1993. Mix Design Methods for Asphalt Concrete and Other Hot-Mix Types. Asphalt Institute. Manual Series No. 2, Lexington, Kentucky, 1993. Kennedy, T. W. and Ignacio Perez, "Preliminary Mixture Design Procedure for Recycled Asphalt Materials." Recycling of Bituminous Pavements, American Society for Testing and Materials Special Technical Publication No. 662, West Conshohocken, Pennsylvania, December, 1977. Castedo, Humberto. "Significance of Various Factors in the Recycling of Asphalt Pavements on Secondary Roads." Transportation Research Record No.1115, Washington, DC, 1987. Asphalt Hot-Mix Recycling. Asphalt Institute. Manual Series No. 20, Second Edition, Lexington, Kentucky, 1986. Decker, D. S. and T. J. Young, "Handling RAP in an HMA Facility"@ Proceedings of the Canadian Technical Asphalt Association, Edmonton, Alberta, 1996. Wood, Leonard E., Thomas D. White, and Thomas B. Nelson. "Current Practice of Cold In-Place Recycl asphalt concrete


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mm to 12.7 mm (1 4 in to 1 2 in) gradations and larger, many users are taking a more conservative approach to gradation size. The City of New York has lowered its specified gradation top size in its mix design to minus 9.5 mm (3 8 in) from 15.3 mm (5 8 in). Los Angeles has specified the use of minus 9.5 mm (3 8 in) glass. Studies in Virginia and Florida also have recommended that minus 9.5 mm (3 8 in) gradation be used.(9) Most data at the present time indicate that larger gravel-sized glass particles will reduce pavement performance, and that optimum performance can best be achieved by using crushed glass as a sand or fine aggregate substitute (less than 4.75 mm, or No. 4 size sieve). When waste glass is used as a fine aggregate substitute material, glass performance in hot mix asphalt should be comparable to conventional mixes.(14) Where larger, gravel-sized glass particles are used, raveling and stripping in particular could be a problem. The introduction of an antistripping agent

asphalt concrete Osity Binder Analysis Cube Molds Preparation Vicat Consistency Length Comparison Flow Permeability Other Tests Concrete Training Air Entrainment Slump Test Maturity Flowability Curing Tanks Cylinder Molds Access. Compression Machines Non-Destructive Testing Sieves Testing Screens Sample Splitters Sieve Shakers Washers Specific Gravity MIcro-Deval Abrasion Machine Classification Devices Thermometers Timers Distance Measuring Furnaces Ovens Hotplates Scales Balances Mixers Tools Scoops Brushes Flasks Beakers Pans Boxes Dishes Dial Indicators Humboldt Mfg. provides testing equipment for all your material testing needs asphalt concrete, including: Soil Testing asphalt concrete, Concrete Testing asphalt concrete, Asphalt Testing asphalt concrete, Geotechnical asphalt concrete, Aggregate Sieves and Splitters asphalt concrete, General Lab Equipment and ASTM and AASHTO testing apparatus. Make us your source for construction materials testing equipment. site map terms of sale terms of use privacy policy ©2006 Humboldt Mfg. Co. Core Drilling Saws Road Quality Analysis Compaction Density Moi asphalt concrete.

asphalt concrete Ure 3:Enlargement of Figure 2 As a control we also determine resonance frequencies of the specimen. For this kind of measurements the geometry and the boundary conditions of the asphalt concrete must be exactly known. Otherwise it is not possible to find accurate values for the stiffness. With this experiments we are also able to figure out the linear viscoelastic properties of the specimen. To determine the Young's modul and the linear viscoelastic properties we use the following experiment (see Figure 4). A transducer excites longitudinal vibrations in an asphalt concrete bar. We change the frequency of the excitation till the bar vibrates at its resonance mode. We check the mode of the resonance by measuring the displacements of several points along the bar. The supporting wires are placed in the nodes of the oscillation mode. We compare the theoretical resonance frequency with the measurement and determine the Young's moduls of the bar. Figure 4: Vibration of an asphalt concrete ba.

asphalt concrete Alt Concrete Search for: in TRB.org Newsletter Blurbs Full-Text Publications Research in Progress Online Directory or Search Publication Blurbs by Topic GeneralAdmin. & Manag.AviationConstructionData & Info TechDesignEducationEnergy & EnvironFinance and EconFreightHighwayIntermodalLegal IssuesMaintenanceMarineMaterialsMotor CarrierOperationsPavementPeds & BicyclistsPipelinesPlanningPublic Trans.RailroadsResearchSfty & Humn FctrsSecuritySocietalSoils & GeologyStructuresVehicles About Annual Meeting Calendar Committees News Programs Publications Resources Contact Us TRB E-Newsletter Search Subscribe Unsubscribe Browse Newsletters Moisture Damage in Asphalt Concrete This synthesis will be of interest to pavement designers asphalt concrete, construction engineers asphalt concrete, maintenance engineers asphalt concrete, and others interested in avoiding or limiting moisture damage in asphalt concrete. Information is provided on physical and chemical explanations for moisture damage in asphalt concrete asphalt concrete, along with a discussion of current pr.

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asphalt concrete Onnection: close Rubberized Asphalt Concrete California Home Integrated Waste Management Board Search Index Contact Us Help Tire Management Home Haulers Manifest Program Facilities Permitting Enforcement Recycling, Markets, & Products Grants & Loans Events Contacts Resources Tire Management Rubberized Asphalt Concrete The content of the former Rubberized Asphalt Concrete Technology Center (rubberizedasphalt.org) is being integrated the California Integrated Waste Management Board's Internet site. For more information, please contact Nate Gauff at (916) 341-6686. Last updated: July 31, 2006 Tire Management http: www.ciwmb.ca.gov Tires Tire Management Program Hotline: (866) 896-0600 (toll free) WasteTires@ciwmb.ca.gov ©1995, 2006 California Integrated Waste Management Board. All rights reserved. Terms of Use Privacy

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