Simple.. convenient.. inexpensive Prepared by Mohammed ALMannaa & Abdullah Asharef & Abdulrhman min Mahmoud.

Slides:



Advertisements
Similar presentations
Executive Summary Introduction In 1988, by virtue of State Statute , the Nebraska State Legislature first assigned the Nebraska Department.
Advertisements

Managing a Statewide Network An overview of the CDOT Pavement Management Program Eric Chavez Stephen Henry
Pavement Management Engineer
Wyoming County Paved Roads Management and Monitoring Khaled Ksaibati, Ph.D., P.E. STIC June, 2014.
City of Willows Pavement Management Program Road Maintenance Needs March 25, 2014.
“Practical Pavement Management with Micro PAVER”
Pavement Management Program Overview February 10, 2015 Presented By: Christopher J. Ott, E.I.
Overall Layout of Curriculum Development System in Organization of Educational Research and Programming.
Lecture 12 Lecture 1L PAVEMENT CONDITION INDICES.
FDOT Aviation Pavement Inspection Training Module 2 – Pavement Fundamentals – Overview Florida Department of Transportation Statewide Pavement Management.
5 August :40 a.m.SIST Final Presentation1 The Development of a Pavement Management System at Fermilab Through the Implementation of Micro PAVER 5.1.
Flooding & Drainage Committee March 30, 2010 Pavement Condition Assessments Mobile Data Collection Unit.
Georgia Pavement Management System Development 1997 – 1998: l A quality-based on-site pavement condition evaluation system l A KBS for diagnosing the causes.
Presented by Matthew J. LaChance Pavement Solutions for State, County, and Municipal Infrastructures.
Pavement Quality Survey Study Session 2012 Pavement Quality Survey Results Rehabilitation Costs Recent Public Input/Activity Comparison of County R&B.
Transportation Institute Road Analysis Process Flow – RoadSoft DSS integration 1 3 Identify Unsurfaced Road Network Maintenance Plan & Budget Surface Identification.
PAVEMENT CONDITION SURVEYS. Instructional Objectives n Need for condition surveys n Collection methodologies n Basic types of condition surveys n Different.
Cluster Analysis.  What is Cluster Analysis?  Types of Data in Cluster Analysis  A Categorization of Major Clustering Methods  Partitioning Methods.
PERFORMANCE MODELS Lecture 16. Understand use of performance models Identify common modeling approaches Understand methods for evaluating reliability.
Statistical Process Control
PAVEMENT CONDITION SURVEYS Lecture 4. Instructional Objectives n Need for condition surveys n Collection methodologies n Four basic types of condition.
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.
Cluster Validation.
PAVEMENT CONDITION INDICES. n Historic development of pavement condition indices n The basic functions of condition indices in PMS n Different types of.
PRIORITIZATION.
PAVEMENT CONDITION INDEX
LOT QUALITY ASSURANCE SAMPLING (LQAS). What is LQAS A sampling method that:  Is simple, in-expensive, and probabilistic.  Combines two standard statistical.
1 ROADS Services Training Group LOCAL AUTHORITY ROADS CONFERENCE 2014 Reforms, Challenges and Safety Treacys West County Hotel, Ennis, May 2014.
N ORTHWEST GIS U SERS G ROUP C ONFERENCE – O CTOBER 20, 2011 Dynamic GIS-based Pavement Condition Tracking.
NETWORK LEVEL EXAMPLES OF PMS İNŞ.YÜK. MÜH. VEYSEL ARLI.
Chapter 3 Framework for Treatment Selection From… Maintenance Technical Advisory Guide (MTAG)
1 LECTURE 6 Process Measurement Business Process Improvement 2010.
Maintenance & Rehabilitation Strategies Lecture 5.
1 Module 4 - Field Operations – Meet at Executive Airport 8:00am FDOT Aviation Pavement Inspection Training.
Data Palooza Workshop May 9, 2013 Rabinder Bains, FHWA – Office of Policy and Government Affairs.
PAVEMENT MAINTENANCE 1: Part 1: Pavement Preservation Idaho Roads Scholar Program.
Province of the EASTERN CAPE ROADS & PUBLIC WORKS DEPARTMENT OF ROADS AND PUBLIC WORKS PROVINCE OF THE EASTERN CAPE MONITORING SYSTEMS ON POTHOLE REPARATION.
Summary Overview Primary Headwater Habitat Assessment.
Asset Management Maintenance Management System
Evaluation and Redesign of Rojeeb Street. Objectives ▪ Evaluation of existing conditions of Rojeeb Street. ▪ Estimation of future conditions of Rojeeb.
Why we need a rating system
1 The HDM Approach to Multi- Year Programming Christopher R. Bennett University of Auckland Highway and Traffic Consultants Ltd.
FUZZY APPROACH FOR ESTABLISHING THE PAVEMENT CONDITION QUALITY INDEX Gwo-Hshiung Tzeng Institute of Technology Management and Institute of Traffic and.
Grouped Frequency Tables
1. Accurate & Timely intelligence shared by all 2. Effective tactics and strategies 3. Rapid deployment of resources 4. Relentless follow-up and assessment.
“Analysis of Pavement Condition along Ramon Magsaysay Boulevard by Pavement Distress Approach” Bachelor of Science in Civil Engineering Major in Transportation.
2012 Pavement Management Update June 12, 2012 BoCC Work Session.
Some Wildlife Census Techniques
Portorož, Slovenia Pavement Surface Defects: Classification and Quantification over a Road Network Alejandro Amírola SanzAlejandro Amírola Sanz AEPO, S.A.
CITY OF BELLEVILLE ROAD IMPROVEMENTS PROGRAM
A Data-Driven Strategy to Improve the Quality
Cluster Validity For supervised classification we have a variety of measures to evaluate how good our model is Accuracy, precision, recall For cluster.
Roadway Pavement Management Plan
Village of Woodridge 2011 Pavement Analysis
AN-Najah National University AN-Najah National University
City of Abilene Pavement Condition Survey 2017 Results and Discussion
EXAMPLE A 400 m2 (40 x 10 m) area is to be excavated, 1 m deep, with side slopes 2:1. As the width (10 m) is less than 30 times the depth (30 x 1 m), the.
Rehabilitation Project
Town of Clayton 2016 Pavement Condition Survey
Street Improvement Plan
Summary of Prev. Lecture
Pavement condition index calculation
What is Capacity? Design capacity Effective capacity Actual output.
Consequences of Delayed Maintenance of Pavement Networks
CSE 4705 Artificial Intelligence
Castleton fieldwork- Human
Cluster Validity For supervised classification we have a variety of measures to evaluate how good our model is Accuracy, precision, recall For cluster.
Quality Assurance for Emulsified Asphalt Surface Treatments
Prime Factors for Successful Preservation Treatments
GIS As a Tool for Pavement Management Carlos Chang Albitres
Presentation transcript:

Simple.. convenient.. inexpensive Prepared by Mohammed ALMannaa & Abdullah Asharef & Abdulrhman min Mahmoud

The Pavement Condition Index rates the condition of the surface of a road network.

The type, extent and severity of pavement surface distresses The smoothness and ride comfort of the road

Method of PCI By public works officials

-The current condition of the road network -The rate of deterioration of the road network

Identify immediate maintenance and rehabilitation needs Monitor pavement condition over time

Develop a network preventive maintenance strategy Develop road maintenance budgets Evaluate pavement materials and designs

Manageable road sections A roads inventory A classification and rating system for road defects

Conducting a PCI

A PCI is developed based on visual inspection and observation– sometimes called a “windshield inspection”. Ideally, two people should do the inspection together –one driving while the other takes notes – and both evaluating the pavement as they go.

Evaluating Surface Distresses: Ride Comfort Rating: -Type -Frequency -Severity By Next Form - subjective assessment

 we choose three streets with different Performance and functional as a sample and build upon it using the PCI the quality of the district’s streets and a precise results for these streets.

 Identify the distresses at field.  Taking the PCI at field.  Calculate the result  Evaluation the street in Ar Rabia

We take a sample of three streets within the district abu moad alansary, alghtght and krimh alzbyryh

 W depend on eye notice to the sample, so we walk on the street and write down the distresses that we see in a special form writing down the name of the distress & its number then we write its severity depending on an accurate measurement.also, we write its length if it is measured with width or its area if it is measured with area. then we calculate the index manually using the curves in the lecture note and deducts the points from 100. After that, we rate it using the pci rating figure &give its rating.we calculated the pci using an average of sections with all information above (severity, length, area,..) and a took pictures each of a distress.

Density= 0.1 Severity = M 4 Deduct value =

(TDV) Total Deduct Value= 55 q = 3 (CDV) Corrected Deduct Value=36

PCI = 100 – CDV PCI = PCI = 64 SO, Condition rating= GOOD

PCI VALUES ( AL GADGAD STREET )PCI VALUES ( AL ANSARY STREET )

PCI VALUES ( AZ ZABIREA STREET )

 After taking the average, we note that the first road got a good rating, while the second road as well as picking a good rating, while the third and got a very good estimate.

After taking the general assessment of the three ways, the result is good grade, so this sample represents the entire district of AR Rabia. The final arbiter of the ways is good, so do not require re-asphalt the roads in this district.