PPT-Pavement Performance

Specifications Research FDOT 5 million tons asphalt per year Approximately 500 million 300 construction projects 96 of pavements in Florida are asphalt 93 of pavements in US are asphalt Its 100 recyclable RAP. Virginia Concrete Conference. March 9, 2012. Thomas R. Tate, P.E.. Senior Pavement . Engineer. Hampton Roads District Materials. 2. Project Development. Determine needed patch types. How to set patch limits. Jayson R. Jordan, PE. Technical Director, SC Asphalt Pavement Association. JJordan@scasphalt.org. Table of Contents. Background. “Together We Know More”. Mission Statement. Changes Over Time. Changes Over Time. Vehicle loads. Typical vehicle weighs about . 1588 kg, . tire pressures around . 241 . kN. /m. 2. Truck can weigh up to . 3.628 . tonne. with . tire pressure of . 690 . kN. /m. 2. Trucks and busses present a much more significant load on the pavement.. DNR Technical Standard 1008. Pete Wood, PE. DNR Southeast Region. 262.884.2360. Peter.Wood@Wisconsin.gov. Topics. Background. Permeable Pavement System Features. Water Quality & Quantity Control. Franz-Josef Ulm, Mehdi Akbarian, . Arghavan. . Louhghalam. ACPA. Virginia Concrete Conference. March 6, . 2014. With the support of the VDOT Team – Thank YOU! . Motivation: . Carbon Management. Pavement design and performance:. Michael E. Ayers. Global Pavement Consultants, Inc.. Presentation Outline. Introduction and terminology.. Subgrades and subbases as a design element.. Subgrade characteristics, construction requirements and quality control/quality assurance (QC/QA) measures.. on Speedway . by. Zaid Admani . Steven Zhao . Brent Crawford. OBJECTIVE. To determine the benefits of pervious pavement and how it will enhance sustainability and reduce storm water runoff on campus.. Pooled Fund Study. Traffic Records Forum. Roya Amjadi, FHWA, . TFHRC. 08/08/2016. Overview. Background on DCMF and ELCSI-PFS. Reliable data . and. statistical . m. ethodologies. ELCSI-PFS Studies for:. Comparison of Pavement Distresses Monitored by LTPP and State Agencies. LTPP’s collection of pavement distresses were used in the initial calibration of the Mechanistic-Empirical Pavement Design Guide. Material arameterlimatic onditionstiffness of sphalttrength and atigue esistance of sphaltesign rocessExampleModeling of TirePavement InteractionTruck ireypesForces on the ireAxle load distributiontr August 2016Guidelines for Design Construction Maintenance and RehabilitationFHWA-HIF-16-26Authors Je31ery R Roesler PhD PE University of Illinois at Urbana-ChampaignJacob E Hiller PhDMichigan Technolo Dr. . Pradeep. Kumar. Professor. Dept. of Civil . Engg. .. HBTU, Kanpur - 208002. FACTORS GOVERNING DESIGN. Wheel Load. The . legal axle load in India being 102 . Kn.. The . pavement may be designed for a wheel load of . Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2020-2021. Pavement Structural Analysis. Dr. . Abeer K. . Jameel . & . Dr. Rana Amir . Yousif. Pavement Types. There . Maintaining Poor Pavements. NRRA Preventive Maintenance Team . Long Term Research Project. Joe Korzilius. Senior Associate. SRF Consulting Group, Inc. + 46 Associate Members. Project Objective. To identify performance improvement and durability that can be expected for Hot Mix Asphalt (HMA) pavement in poor condition from the application of a thin pavement rehabilitation treatment..