Asset Management
- Publication no: AGAM05B-07
- ISBN: 978-1-921329-21-0
- Published: 1 October 2007
- Edition: 2
- Superseded
- PDF (free) Download
Guide to Asset Management Part 5B contains guidelines for, and background notes on, the conduct of response type and profile-based roughness measurement for road network management purposes in Australia and New Zealand. The guidelines define roughness as being concerned with road surface profile wavelengths between 0.5 m and 50 m. The guidelines describe two broad measures of roughness, viz NAASRA Roughness Meter (NRM roughness values in counts/km) and the International Roughness Index (with a specific focus on Lane IRIqc, expressed in units of m/km), and mark the introduction to Australasia of Lane IRIqc as a standard form of reporting road pavement roughness. A standard reporting interval of 100 m is favoured. The guidelines discuss the frequency and extent of network roughness surveys, and reference separate Austroads specifications and test methods for undertaking network roughness surveys. A glossary of terms used in measuring road roughness is also included.
- 1. INTRODUCTION
- 1.1. Context within the Guide to Asset Management
- 1.2. Overview of Roughness
- 1.3. Objective
- 2. SPECIFICATION AND TEST METHOD
- 2.1. Definition of Roughness
- 2.2. Frequency of Roughness Surveys
- 2.3. Specification of Roughness Surveys
- 2.4. Data Reporting
- 3. TOOLS AND TECHNIQUES
- 3.1. Classes of Measuring Devices
- 3.2. Measurement of Roughness
- 3.3. Profile Analysis
- 3.3.1. General
- 3.3.2. Quarter-Car model (endorsed by Austroads)
- 3.3.3. Half-Car Model (not endorsed by Austroads)
- 4. DATA QUALITY AND VALIDATION
- 4.1. Validation of Distance Measurement
- 4.2. Validation of Roughness Measurement
- 4.3. Repeatability and Bias
- 5. ANALYSIS
- 5.1. Assessing the Validity of Roughness Data
- 5.2. Distribution Analysis
- 5.3. Performance Indicators
- 5.4. Other Analysis Techniques
- 6. APPLICATION
- 6.1. General
- 6.2. Network Screening
- 6.3. Work Prioritisation
- 6.4. Performance Indicators
- 6.5. Intervention Levels
- 6.6. Decision-support Tools
- 6.7. Network Performance Scenario Analysis
- 6.8. Budget Forecasting
- 7. PROJECT LEVEL APPLICATION
- 7.1. Roughness Collection at the Project Level
- 7.2. Auditing of Pavement Construction Ride Quality
- 7.3. Roughness Data as a Diagnostic Tool
- REFERENCES
- Class 1 measuring device
- Inertial profilometers
- Laser and ultrasonic sensors
- Reference device method (Test Method AG:AM/T002)
- Loop method (Test Method AG:AM/T003)
- Profile-based measuring devices
- Response type measuring devices