TRANSPORTATION ENGINEERING II

Slides:



Advertisements
Similar presentations
HSC08 Conference Report to YHAUC by Sean Fisher. HSC08 Conference Thanks to YHAUC for the opportunity to attend Views and opinions expressed are my own.
Advertisements

Deterioration of Concrete Roads
1/??. 2/?? A few words about FEMA 23 members 17 countries Representing all PTW users.
Pavement Design Session Matakuliah: S0753 – Teknik Jalan Raya Tahun: 2009.
History of ISO 9000 and Quality Improvement
Transportation Engineering II
Alternative Contracting Techniques for Urban and Rural Applications Chad M. Casey ISE 8105.
PAVEMENT MANAGEMENT SYSTEMS OVERVIEW Lecture 2. n Provide a historical perspective of the evolution of PMS over the last 20 years n Describe the basic.
Session 3-6 HMA Overlays.
Example 3: Determination of M r = 3/8. Example 4: Pavement Thickness Given M r = 10,000 psi (69 MPa) and ESAL = 10 6, design the thickness of a pavement.
Understanding MYP Criteria
Author: Robin Razack- Civil Engineer, SPU, GGMC MINING ROADS GUYANA GEOLOGY AND MINES COMMISSION SPECIAL PROJECTS UNIT 25th August, 2015 PRESENTATION FOR.
Maintenance & Rehabilitation Strategies Lecture 5.
TRANSPORTATION ENGINEERING II
Traffic accidents Traffic accidents are one of the most important problems in the world, as the failure of the negative repercussions for communities and.
SESSION 6 Thickness Design
Evaluation and Redesign of Rojeeb Street. Objectives ▪ Evaluation of existing conditions of Rojeeb Street. ▪ Estimation of future conditions of Rojeeb.
ANWAAR SPENCE BRAD BAGLIA NATHAN COOK TIMOTHY CARTER.
MODULE 1-2 Introduction to HMA Pavements. Learning Objectives Describe the types of (HMA) pavements Identify the role of each pavement layer Discuss key.
Air Quality Governance in the ENPI East Countries EMISSION INVENTORY September 2012 Chisinau, MOLDOVA.
U.S. Department of Transportation Federal Highway Administration Long-Term Pavement Performance Program Rigid Pavement Design Software For the 1998 Supplement.
It is the fuel of modern life Business are run Government rule Scientists Industries Education However, building and maintaining software is hard and getting.
Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500.
TRANSPORTATION ENGINEERING-II
RURAL TRANSPORT. Rural road transport: Africa  Personal motorised transport widespread in Asia; rare in Africa  African countries have to rely on inappropriate.
Engineering College, Tuwa. Design Engineering 1 - B  Guided by, SUBMITTED BY, PRAGNESH PATEL SHAH HETAXI ( ) RAJPUT VIVEK ( ) SOLANKI.
Huston, Texas | June Jing Zhang, AICP, PTP, LCI, LEED AP ND AccommodatingCyclists in Accommodating Cyclists in Highway Maintenance Projects -- an.
European Truck Platooning Challenge Conference HGV Platooning Trial in the UK Ian Thompson Senior Technology Advisor Highways England.
INTRODUCTION TO SOCIAL COST BENEFIT ANALYSIS
Regional Road Safety Workshop
PREsENTED AT THE world accreditation day Presenter:s.Wahome
Chapter 1: Introduction to Engineering Economy
Chapter 3: American Free Enterprise Section 3
Pioneer Road Relocation and Reconstruction Project
Highway Administration & Finance
Clifford Winston Brookings Institution
CE 3500 Transportation Engineering Introduction to Pavement Materials
Decade of Action for Road Safety – The Role for Road Surface Friction
Transportation and Traffic Engineering Ch 1 Introduction 10/10/2017
ANALYSIS OF DURABILITY AND RETRO-REFLECTION OF ROAD MARKING
Transportation Engineering-II
Chapter 1: Introduction to Engineering Economy
TRANSPORTATION ENGINEERING II
Chapter(16) AASHTO flexible pavement design method
Data-Driven Safety Analysis
Structural Design of Highway
Structural Design of Highway
CALIFORNIA BEARING RATIO (CBR) METHOD
Pavement Design  A pavement consists of a number of layers of different materials 4 Pavement Design Methods –AASHTO Method –The Asphalt Institute Method.
Chapter 3: American Free Enterprise Section 3
Transportation Engineering
Calculating Dimensions for a Typical Pavement Section using 1993 AASHTO Flexible Pavement Design Guide.
The Driving Task DRIVER EDUCATION.
Structural Design of Highway
Trucks Platooning Environmental benefits Economic benefits Safety
Structural Design of Highway
SIGNALIZED INTERSECTION IMPROVEMENT STUDY
طرح هندسی تقاطع‌ها و تبادل‌ها
Chapter 1: Introduction to Engineering Economy
Pavement Structural Analysis
Pavement Structural Analysis
Pavement Structural Analysis
Chapter 1: Introduction to Engineering Economy
Pavement Structural Analysis
Chapter 3: American Free Enterprise Section 3
How technology and data can bring needed improvements to air quality and the environment Dr Dave Williams 8th November 2018.
TRANSPORTATION ENGINEERING II
American Free Enterprise
A transport system fit for purpose – a regulator’s perspective
Transport policy for sustainable development
Presentation transcript:

TRANSPORTATION ENGINEERING II Pavement design standards

IMPORTANCE In our daily life, we follow some standards which are universally acceptable. This leads to simplification of various unforeseen problems that might be faced in relevance.

We are usually unaware of the role played by standards in raising Levels of quality, Safety, Reliability and Efficiency- As well as in providing such benefits at an economical cost.

Standards make an enormous contribution to most aspects of our lives - although very often, that contribution is invisible. For example, as purchasers or users of products, we soon notice when they turn out to be of poor quality, do not fit, are incompatible with equipment we already have, are unreliable or dangerous.

STANDARDS FOLLOWED Different standards are being followed in the world by different countries, suiting their environmental conditions and other resources. Following are the different standards. British Standards Transport and Road Research Laboratory (TRRL) Road Note 31. USA Standards AASHTO (American Association of State Highway & Transportation Officials).

BRITISH STANDARD Factors involved in formulating design suitable for a particular situation are Present Commercial Traffic Growth rate of commercial traffic Design life required ESAL’s Thicknesses of different pavement layers

USA STANDARDS AASHTO Guide for design is the standard followed in USA. The major difference in the USA and British standard is the concept of failure criterion. In British standards, the failure conditions are deformation and cracking where as in USA, failure is defined in terms of quality of ride, known as Present Serviceability Index (PSI).