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.

Slides:



Advertisements
Similar presentations
Innovations on the Asphalt Mix Design for the Rehabilitation of National Route 3 between Mariannhiill and Key Ridge Jaco Liebenberg Dennis Rossmann Philip.
Advertisements

Design and Construction Guidelines for Thermally Insulated Concrete Pavements Lev Khazanovich, UM John Harvey, UCD Joe Mahoney, UW September 12, 2007.
MODULE 4 ASPHALT MIX DESIGN*
HMA Design (Surface) The surface course is the layer in contact with traffic loads and normally contains the highest quality materials. It provides characteristics.
Module 4-2 : Joint Sealing
CALTRANS EXPERIENCE WITH WARRANTIES. WHY WARRANTY The Right Strategy at the Right Time Shift Responsibility of Quality Control to Contractor State Responsibility.
NCHRP Projects 9-25 & 9-31: Findings Related to Surface Cracking FHWA Mixture ETG Washington, DC February 2003 Advanced Asphalt Technologies, LLC “Engineering.
Greening the Blacktop Going Green with Sustainable Asphalt RAP, Recycling, Energy and the Carbon Footprint.
Properties of Asphalt Important properties of asphalt include: Adhesion Consistency Specific Gravity Durability Rate of curing Ductility Aging and.
HISTORY OF ASPHALT GRADING SYSTEMS
Recycling….the re-use of sealed roads Andrew Silvestri, Account Manager ResourceCo Roads & Works Conference – August 2012.
Michigan Department of Transportation Perpetual Pavement Rep. Rick Olson’s 2012 Best Practices Conference on Road and Bridge Maintenance Curtis Bleech.
Perpetual Pavements Concept and History Iowa Open House
Asphalt Rubber Asphalt Concrete Friction Course Overlay as a Pavement Preservation Strategy K. Kaloush, K. Biligiri, M. Rodezno, M. Belshe Arizona State.
1. PROPERTIES OF ASPHALT CONCRETE asphalt mixture shows severe temperature susceptibility: high-temperature rutting, media temperature fatigue low temperature.
Pavement Design CE 453 Lecture 28.
Regional Asphalt Seminars Pavement Wedge Guidelines and Specifications EMMETT R. HELTZEL, P.E. STATE MAINTENANCE ENGINEER.
Pavement Design Terms and Concepts
Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.
Tranlation: EASL’s Average Daily Traffic Time or Traffic Pavement Condition Index Pavement Performance Pavement Condition High Performance Intersections.
Guide for Mechanistic-Empirical Design of New and Rehabilitation Pavement Structures By Matt Mason.
Know the factors considered in the AASHTO design method
EVALUATION OF FWD DATA FOR DETERMINATION OF LAYER MODULI OF PAVEMENTS Dr. Yusuf Mehta, P.E. Rowan University Dr. Reynaldo Roque, P.E. University of Florida.
California Asphalt Rubber Case Studies – Reduced Thickness Jack Van Kirk Basic Resources.
IPWEA Meeting 3, 8 15 May 2012 Heath Curnow CEO: STABIL-LIME GROUP Vice President: AustStab.
Fog Seals, Sand Seals, Scrub Seals, and Rejuvenators.
Surface Rehabilitation Treatments
CIVL 598 Asphalt Paving Materials Asphalt Rubber.
TRB AFK10 Committee on General Issues in Asphalt Technology Update on NCAT Test Track and Other Research Results April 24-26, 2006.
“Make zero waste happen” Use of Asphalt Rubber in Pavements.
PCC Overlays of HMA Pavements
Session 3-6 HMA Overlays.
CIVL 598 Asphalt Paving Materials Asphalt Rubber.
Conventional Pavement Structure inches Graded Aggregate Base inches Asphaltic Concrete Paving Prepared Subgrade stress.
The Use of Hot Mix Asphalt for Colorado Trails and Paths Tom Clayton, SET Director of Training And Member Services.
Street and Local Roads Inspection and Acceptance of Alternative Pavements.
Ultra Thin Continuously Reinforced Concrete - Modelling &Testing under APT Louw Kannemeyer (SANRAL) Bryan Perrie (C&CI) Pieter Strauss (Consultant) Louw.
Pavement Base & Subbase CEE 320 Steve Muench 8/13/ The subbase course is between the base course and the subgrade. It functions primarily as structural.
Pavement Maintenance II
World of Asphalt Pavements Feedback Sydney Stephen Emery.
 Materials – Highest & Best Use  Public Health  Safety  The Environment  Safety  Reliability  Performance  Flexibility  Productivity Improve Mobility.
Performance & Distress of Flexible Pavement Serviceability/Performance Concept.
PAVEMENT MAINTENANCE 1:
Research Findings from the NCAT Test Track APAI Winter Conference Indianapolis, December 14, 2010.
Intelligent Compaction for Subgrades and Structural Layers AASHTO RAC High Value Research Workshop July 27, 2011.
Perpetual Pavement Design John D’Angelo Federal Highway Administration Washington, DC Canadian User Producer Group for Asphalt Saskatoon, Saskatchewan.
1 Reclaimed Asphalt Pavement in Arizona - Application and Verification October 3, 2008 Arizona Association of County Engineers.
Concrete Technology Ch8: Proportioning Concrete Mixes Lecture 14 Eng: Eyad Haddad.
Development of An Advance Overlay Design System Incorporating Both Rutting and Reflection Cracking Requirements Rick Collins TxDOT.
High Modulus Asphalt (EME)
MODULE 1-2 Introduction to HMA Pavements. Learning Objectives Describe the types of (HMA) pavements Identify the role of each pavement layer Discuss key.
HMA PLACEMENT. NCAT 2 To Be Covered Hauling Placement Compaction.
Jeopardy Roads, Routes, and HighwaysYou Call It! Cause and EffectMiscellanousPotpourri Distress ID 101 $100 $200 $300 $400 $500.
Multi-Layer Systems By Vadim Kravtsov Intermountain Slurry Seal, Inc 1.
Choosing the Right Asphalt Mix Clark S. Morrison, PE State Pavement Design Engineer February 23-24, 2015.
GEOTEXTILES IN TRANSPORTATION APPLICATIONS
Study on Practicability Assessment of Asphalt Concrete With BOF SLAG Speaker:Fang-Chih Chang Department of Civil Engineering National Central University.
3rd International Road Surface Friction Conference
An Overview of the Asphalt Mixture Performance Tester.
Asphalt Technology Course
Critical Factors Affecting Asphalt Concrete Durability
Pavement Preservation Techniques Used in Virginia
Thin Hot Mix Asphalt Overlays PennDOT Research Findings
Research Implementation WHRP Flexible Group
Effect of crumb rubber modifier on physical properties of bitumen
Operation, Production, and Trouble Shooting
Introduction to Pavement Design
Performance Assessment of 100% Recycled Hot Mix Asphalt
Pavement Structural Analysis
Superpave5 Superpave Design at Five Percent Air Voids
Presentation transcript:

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 $100 $200 $300 $400 $500

3 Final RAC Jeopardy Category: RAC Construction This particular type of compaction equipment should not be used for RAC mixtures.

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

5 Roads, Routes, and Highways - $200 This was the year that the Interstate Highway program was initiated. This was also the year that Dwight D. Eisenhower was re-elected President of the United States.

6 Roads, Routes, and Highways - $300 The year that the first RAC experimental pavement was constructed in California.

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

8 Roads, Routes, and Highways - $500 This is the county and route identification for one of the five RAC Warranty projects constructed in California.

9 Got RAC? - $100 This RAC surface was used to construct the long-life pavement along I-710.

10 Got RAC? - $200 These are two primary advantages of using RAC as compared to conventional dense-graded AC.

11 Got RAC? - $300 One of two primary limitations associated with the use of RAC.

12 Got RAC? - $400 This is the primary difference between a RAC-O and a RAC-O- HB.

13 Got RAC? - $500 This type of mix gradation is not suitable for use with high-viscosity asphalt rubber binders.

14 RACitecture - $100 The year that Caltrans first adapted its reduced thickness design criteria for RAC overlays.

15 RACitecture - $200 Compared to the gravel factor (G f ) for DGAC, the G f for RAC is: (a) greater (b) slightly lower (c) much lower (d) about 1.0

16 Daily Double! RACitecture - $300

17 RACitecture - $300 This is the typical range in RAC overlay thickness for rehabilitation and maintenance purposes.

18 RACitecture - $400 For a pavement exhibiting only this type of distress, the ratio of RAC:DGAC overlay thickness required is:  2:1  1:1  1:2  A:Z

19 RACitecture - $500 Because of its low stiffness, a RAC layer (a) is less resistant to cracking (b) is highly resistant to rutting (c) permits greater vertical stress on the subgrade than a DGAC mix (d) is very permeable

20 RAC of Ages - $100 This process is used to make (high viscosity) asphalt rubber binders.

21 RAC of Ages - $200 These 3 key ingredients are used to make asphalt rubber binder.

22 RAC of Ages - $300 These are the two types of CRM used to make asphalt rubber.

23 RAC of Ages - $400 Two of the three key factors that affect the properties of asphalt rubber binders.

24 RAC of Ages - $500 This submittal is required to show that the asphalt rubber binder design meets specification requirements over a 24-hour period.

25 RAC and Roll - $100 These are the two types of mix segregation.

26 RAC and Roll - $200 Daily Double!

27 RAC and Roll - $200 This factor is the most critical to successful RAC placement and compaction.

28 RAC and Roll - $300 This construction factor has the largest effect on pavement performance.

29 RAC and Roll - $400 This is an activity that should be minimized during RAC paving.

30 RAC and Roll - $500 This is the primary difference in normal AC plant operation when a RAC mix is being produced.

31 An Ounce of Prevention - $100 This is the standard temperature at which asphalt rubber binder viscosity is measured.

32 An Ounce of Prevention - $200 This is the go (or no-go) field test for asphalt rubber.

33 An Ounce of Prevention - $300 This is the minimum reaction (or interaction) time requirement for asphalt rubber binder.

34 An Ounce of Prevention - $400 The frequency at which asphalt rubber binder viscosity should be checked. (a) every 15 minutes (b) every 30 minutes (c) every hour (d) every 2 hours

35 An Ounce of Prevention - $500 This is the amount of CRM (expressed in percentage of total binder mass) that can be added to an asphalt rubber binder to restore viscosity.

RAC Training Final Exam Course Evaluation