PPT-Using GIS to Compare all M&R Strategies for Asphalt Roa

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CEE 6240 GIS in Water Resources By Antonio Fuentes Presentation Outline Goals and Purpose Brief discussion of Transportation Asset Management Software TAMS Discussion

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Using GIS to Compare all M&R Strategies for Asphalt Roa: Transcript


CEE 6240 GIS in Water Resources By Antonio Fuentes Presentation Outline Goals and Purpose Brief discussion of Transportation Asset Management Software TAMS Discussion of incorporating TAMS into ArcGIS. This remark attributed to Henry Ford might well be used to describe the asphalt materials which are chosen to surface the majority of roads and other paved areas despite the fact that eventually under traffic and weathering the natural colour of the brPage 1br The Asphalt Advantage 11 Chapter 1 The Asphalt Advantage SMOOTHNESS STAGED CONSTRUCTION brPage 2br The Asphalt Ad anta 12 EASE OF CONSTR UCTION DURABILITY flexible ECONOMICAL In preparing these products asphalt cement is mixed with either a petroleum diluent to produce cutback asphalt or with emulsifiers water and sometimes petroleum diluent to produce emulsified asphalt Once the liquefied asphalt cement is applied durin 1. 6503 Bridges. 95% in excellent to good condition.. FDOT: 12,088 centerline miles, 42,633 lane miles.. Statewide: 121,446 centerline miles, 267,793 lane miles.. FDOT: 10% centerline miles, 16% lane miles.. asphalt mpa Asphalt Applications 11 The main use of asphalt* in the UK is in the construction of roads, from motorways to private access roads,but asphalt is being increasingly used on footways due 1. 6503 Bridges. 95% in excellent to good condition.. FDOT: 12,088 centerline miles, 42,633 lane miles.. Statewide: 121,446 centerline miles, 267,793 lane miles.. FDOT: 10% centerline miles, 16% lane miles.. 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. Tim Horton, Skillings Connolly. Jessica Knickerbocker, City of Tacoma. Mark A. Palmer, P.E., LEED AP, City Engineer, City of Puyallup. WAPA . October 28, 2014. Porous Asphalt: . The Specs. Why? Who?. Pavement . Wedge Guidelines and Specifications. EMMETT R. HELTZEL, P.E.. STATE MAINTENANCE ENGINEER. 2. Pavement Wedge Guidelines and Specifications. Pavement Wedge (also known as Safety Edge) is a strategy of the first Every Day Counts initiative launched by the FHWA in the fall of 2010. . Phase 1. Hosin. “David” Lee, P.E. Ph.D., Professor. Public Policy Center,. Department of Civil and Environmental Engineering,. University of Iowa. President of Korean-American Scientists and Engineers Association (KSEA). Waste Tire Working Group. Department for Environmental Protection. Energy and Environment Cabinet. December 3, 2013. Rubberized Asphalt Pavements. Topics. Why Rubberized Asphalt?. Common Questions & Answers. Long life pavements. Experience, design systems, use, durability & performance. . High performance asphalt & binders. High modulus asphalt (EME, HiMA), modifiers. Sustainability. RAP/WMA, bitumen substitutes, carbon calculators & energy analysis. x0000x000010-01-16 x/Attxachexd /xBottxom x/BBoxx 3x69 3x198x72 4x289x761 x603x292 x/Suxbtypxe /Fxootexr /Txype x/Pagxinatxion x/Attxachexd /xBottxom x/BBoxx 3x69 3x198x72 4x289x761 x603x292 x/Suxbty Stage. Lecture 11. Lecture. . Rana . Amir . Yousif. Lecture. . Sady. . Abd. . Tayh. Highway and Transportation Engineering. Mustansiriyah. . University. 2018-2019. References:. Edwin J. Barth. ”Asphalt Science and Technology”, 1st Ed. ,1962..

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