PPT-“Practical Pavement

Management with Micro PAVER Presented By KMS amp Associates Inc weathering amp ravelinglight severity750 square feet PCI 61 ruttinglight severity160 square feet alligator crackingmedium severity112 square feet. Peter J. Becker, M.S.. Graduate Research Assistant. Center for Earthworks Engineering Research (CEER). pbecker@iastate.edu. David J. White, Ph.D., P.E.. Associate Professor and holder of Richard L. Handy Professorship. 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.. 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:. Pavement evaluations are conducted to determine functional and structural conditions of a highway section either for purposes of routine monitoring or planned corrective action. . Functional condition is primarily concerned with the ride quality or surface texture of a highway section. . Cliff Ursich, PE, Flexible Pavements of Ohio. Trends In Asphalt Pavement. Thickness Design. M. aterials. P. avement Preservation. Longitudinal Joint Construction Strategies. Pavement Thickness Design. 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.. USDOT UTC Introduction to Highway Pavement Preservation (CHPP).  . Overview. Civil Engineering. Transportation and Pavement Engineering. Sustainability and Preservation Concepts in Asphalt Pavements. contamination: the threat and local action. Eric Diesing, Clinton river watershed council. Rebecca . esselman. , . huron. river watershed council. What are pavement sealants?. Low traffic Impervious surface sealant. K-23 in Gove County. Narrow roadway, with no shoulders. Poor pavement condition. AADT 405/150 – Low Traffic Volume. Ideal candidate for P.I.P.. K-23 Gove County. K – 23 Highway As it Was. K-23 Project Details. 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 Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2020-2021. Pavement Structural Analysis. Dr. . Rana. Amir Yousif & Dr. . Abeer. K. . Jameel. Pavement Types. There . Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2019-2020. Yoder; E. J. and M. W. . Witczak. , “Principles of Pavement Design”, A Wiley- . Interscience. Publication, John Wiley & Sons Inc., U.S.A., 1975.. 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..