Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500.

Slides:



Advertisements
Similar presentations
LESSONS LEARNED FROM LABORATORY AND FIELD EXPERIENCES ON THE USE OF DOUBLE TWIST STEEL WIRE MESH AS A REINFORCEMENT FOR ASPHALT PAVEMENTS.
Advertisements

Deterioration of Concrete Roads
Dr. Wa'el M. Albawwab ECGD4228 Transportation Engineering II Summer 2008 Sat. 15:30-18:30 PM K115.
Rigid Pavement Concrete. Transverse Cracking Rigid Pavement Transverse Cracking Causes:  Slab longer than 15’ Slab Curl Curing.
City of Houston Street Surface Assessment Vehicle
Highway Engineering Pavement Types
Mix Design & Rejuvenators
CONINFRA º TRANSPORTATION INFRASTRUCTURE CONFERENCE São Paulo – July 29th – 31th, 2009 CONINFRA º TRANSPORTATION INFRASTRUCTURE CONFERENCE.
Transportation Engineering - I
CEE 320 Spring 2007 Pavement Design CEE 320 Anne Goodchild.
Pavement/Infrastructure Management Program Review April 6, 2009 Remington & Vernick Engineers.
Engr. Muhammad Uzair, Executive Engineer C&W Department
EVOLVING DEMANDS Highway Usage Increased 29% in the 1990’s Truck Traffic Increased 40% in the 1990’s Truck Traffic Will Increase 3% per year in next 20.
TOPIC OF THE DAY Flexible Pavement Distresses/Failure Of Structure.
City of Auburn Hills Road Asset Management Program February 21, 2014 SEMCOG University.
Pavement Design CE 453 Lecture 28.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 6 Dowel Bar Retrofit.
The Rehabilitation Solution for Alabama’s Concrete Pavements
Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.
Guide for Mechanistic-Empirical Design of New and Rehabilitation Pavement Structures By Matt Mason.
National Highway Institute Federal Highway Administration
Pavement Analysis and Design
County of Orange Pavement Management System and Sustainable Treatment Program Clark Shen, Manager OC Construction Materials Lab Krishna Nadaraja, Senior.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 1 Introduction.
PAVEMENT CONDITION SURVEYS. Instructional Objectives n Need for condition surveys n Collection methodologies n Basic types of condition surveys n Different.
Preventive Maintenance
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.
PCC Overlays of HMA Pavements
PAVEMENT CONDITION INDEX
Session 3-6 HMA Overlays.
7.0 RAC Jeopardy Assessment of Learning 2 RAC Jeopardy Roads, Routes, and Highways Got RAC?RACitectureRAC of AgesRAC and Roll An Ounce of Prevention.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 4 Joint Resealing and Crack Sealing.
Pavement Distresses Flexible Pavement
GDOT Maintenance Overview Eric C. Pitts, P.E. State Maintenance Engineer June 28, 2013.
Pavement Failures, Construction And Maintenance
Performance & Distress of Flexible Pavement Serviceability/Performance Concept.
Pavement Performance Dr. Khaled Al-Sahili
Pavement Analysis and Design
Dr. Wa'el M. Albawwab ECGD4228 Transportation Engineering II Summer 2008 Sat. 15:30-18:30 PM K004.
NETWORK LEVEL EXAMPLES OF PMS İNŞ.YÜK. MÜH. VEYSEL ARLI.
Pavement Preservation Preventive Maintenance
Influence of Pavement Condition on Project Selection
PAVEMENT MAINTENANCE 1:
Highways and Airports Engineering Project Lecture 2 Highway Signs and Markings Cairo University Faculty of Engineering Public Works Department Dr. Dalia.
Pavement Types Dr. TALEB M. Al-ROUSAN.
MODULE 1-2 Introduction to HMA Pavements. Learning Objectives Describe the types of (HMA) pavements Identify the role of each pavement layer Discuss key.
Mike McColeman, P.E. Assistant Maintenance Administrator Ohio Department of Transportation Defining Desired Outcomes Defining Desired Outcomes.
Using Reflective Crack Interlayer-
Rigid Pavement Design Course
Title Name Jeopardy – Round
FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE RATING PROGRAM.
Jerry L. Larson IRMCA Indiana LTAP Basics of a Good Road
2013 Roads and Sidewalk Capital Programs Roads and Parks Maintenance Department Development & Infrastructure Division December 2, 2013.
Protecting Your Pavement Investment Jeff Stokes. 4 R’s for Paving Success 1 Risk Management Identifying and minimizing your risk factors 2 Right Repair.
PROJECT SELECTION RIGHT TOOLS, RIGHT TIME, RIGHT PROJECT Presented by Joe Ririe, PE PAVEMENT ENGINEERING INC. September 9, 2015.
“Analysis of Pavement Condition along Ramon Magsaysay Boulevard by Pavement Distress Approach” Bachelor of Science in Civil Engineering Major in Transportation.
AN-Najah National University AN-Najah National University
City of Abilene Pavement Condition Survey 2017 Results and Discussion
Supervised by Dr. Sami Hijjawi Prepared by Hamza Saifan
Pavement Maintenance II
HIGHWAY MAINTENANCE Failures in flexible pavement.
Pavement condition index calculation
Barry Paye, PE Chief Materials & Pavement Engineer Wisconsin DOT
Structural Design of Highway
Pavement Design  A pavement consists of a number of layers of different materials 4 Pavement Design Methods –AASHTO Method –The Asphalt Institute Method.
Longitudinal Joint Construction – Why Straightness Matters
Considerations FOR more durable hma pavements
PASER Ratings for TwinCATS Planning Area
Pavement Structural Analysis
Presentation transcript:

Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500

Final Jeopardy Category: Pavement Design Two of the three primary HMA distresses commonly considered (directly or indirectly) when designing a new HMA pavement.

Roads, Routes, and Highways - $100 Where you can “get your kicks.”

Roads, Routes, and Highways - $200 This state has Interstate highways that connect to no other state.

Roads, Routes, and Highways - $300 The decade that the first asphalt pavement was constructed in the U.S. –1850s –1870s –1890s –1910s

Roads, Routes, and Highways - $400 In this Ray Charles song, a wronged woman makes this demand of her man.

Roads, Routes, and Highways - $500 One of two State Departments of Transportation that is not located in that State’s capital city (or its metropolitan area).

You Call It! - $100 The common name of this distress.

You Call It! - $200 The common name of this distress.

You Call It! - $300 The common name of this distress.

You Call It! - $400 The common name of the cracking in the photo.

You Call It! - $500 Daily Double!

You Call It! - $500 The name for this disintegration.

Cause and Effect - $100 The development of pumping, potholes, edge cracking, and the deterioration of cracks are influenced by the presence of this pavement enemy.

Cause and Effect - $200 Two common HMA distresses that are primarily caused by repeated traffic loads.

Cause and Effect - $300 The two general factors that influence the development of this distress.

Cause and Effect - $400 One of several factors that influences the development of this distress.

Cause and Effect - $500 One of several factors that contributes to the development of this type of cracking occurring over an existing pavement.

Miscellaneous - $100 a. c. b. d. This distress does not fit with the other three.

Miscellaneous - $200 One of several pavement-related characteristics/features to inspect as part of a drainage survey.

Miscellaneous - $300 This is one benefit of adopting a distress identification guide.

Miscellaneous - $400 This distress type does not fit with the others. a.Block cracking. b.Rutting. c.Fatigue (alligator) cracking. d.Shoving.

Miscellaneous - $500 One of these is not recognized as a potential cause of an observed longitudinal crack. a.Underlying movement of a longitudinal paving lane joint. b.HMA shrinkage. c.Permanent longitudinal displacement due to traffic pushing against the pavement. d.Initiation of fatigue cracking.

Potpourri - $100 This roadside growth is a sign of poor drainage.

Potpourri - $200 The three factors needed to characterize pavement distress in a distress survey.

Potpourri - $300 One of several causes of transverse cracks in HMA pavements.

Potpourri - $400 Three of the four stated “roles” of an HMA surface layer.

Potpourri - $500 In addition to pavement condition data, three other types of data that you would like to have to help evaluate an HMA pavement are these. Hint: A list of nine broad data categories were presented in Module 2-1.

Distress ID $100 Cracks that develop parallel to the centerline of the pavement are called this.

Distress ID $200 The fracture of asphalt concrete above joints in an underlying jointed concrete pavement layer is called this.

Distress ID $300 This distress is identified by a film of bituminous material on the pavement surface that creates a shiny, glass-like, reflective surface that may be tacky to the touch in warm weather.

Distress ID $400 The ejection of water and fine material through cracks in the pavement under moving loads is called this.

Distress ID $500 This distress is characterized by the permanent, longitudinal displacement of a localized area of the pavement surface caused by traffic pushing against the pavement.