|
|
1 -
INTRODUCTION
1.1 BACKGROUND
1.2 PROJECT SCOPE AND OBJECTIVES
1.3 CURRENT PAVING PROGRAM
2 -
PAVEMENT MANAGEMENT SYSTEM
2.1 INTRODUCTION TO PAVEMENT MANAGEMENT
2.2 PMS SOFTWARE SELECTION PROCESS
2.3 REVIEW OF CANDIDATE PMS SOFTWARE
2.4 CARTÉGRAPH PAVEMENTVIEW PLUS
2.4.1 Schema Modification
2.4.2 Form Modifications
2.4.3 Data Modifications
2.4.4 Report Modification
3 -
PAVEMENT MANAGEMENT DATA
3.1 PMS DATA REQUIREMENTS
3.2 PAVEMENT DATA SELECTED FOR MPW PMS
3.3 BENEFITS OF DIGITAL IMAGE-BASED DATA COLLECTION
3.4 DATA COLLECTION PROCESS
3.4.1 Network Definition
3.4.2 Data Collection Vehicle
3.4.3 Pavement Distress Data
3.4.4 Right-of-Way Images
3.4.5 Road Roughness Data
3.5 OVERALL CONDITION INDEX
3.5.1 Pavement Condition Index
3.5.2 International Roughness Index
3.6 FINANCIAL DATA
3.6.1 Budgets
3.6.2 Costs
3.7 GASB 34 REQUIREMENTS
3.8 CURRENT NETWORK CONDITION
3.9 DETERIORATION MODELS
4 -
PAVEMENT MANAGEMENT PROCESS
4.1 ROLE OF THE PMS SOFTWARE AND PAVEMENT MANAGER
4.2 ROLE OF THE OCI
4.3 TREATMENT SELECTION MATRIX
4.4 NETWORK PRIORITIZATION RATING CALCULATION
4.5 WORK PLAN GENERATION
4.6 SCOPE
4.7 GIS MAPPING OF PAVING PROJECTS
5 -
IN-HOUSE PAVING AND CONTRACTOR PAVING PROGRAMS
5.1 CONTRAST BETWEEN IN-HOUSE PAVING AND CONTRACTOR SERVICES
5.2 IN-HOUSE PAVING
5.2.1 Emergency and Safety Projects
5.2.2 Budget Constraints
5.2.3 Time Constraints
5.2.4 Citizen Interaction
5.3 CONTRACTOR PAVING
5.3.1 Sole Responsibility
5.3.2 Productivity and Flexibility
5.3.3 Extended Work Hours
5.3.4 Large Project Responsiveness
5.3.5 Streamlined Procurement Practices
5.4 CONTRACTOR PAVING CAPABILITIES
5.5 VALIDITY OF COST COMPARISONS BETWEEN IN-HOUSEAND CONTRACTOR PAVING
5.6 COMPARISON OF SELECTED UNIT PRICE COSTS FOR OUTSOURCED AND IN-HOUSE PROJECTS
5.6.1 In-Place HMAC
5.6.2 Milling of Bituminous Pavement
5.7 ASSIGNMENT OF A GROUP PAVING PROJECT TO MPW
6 -
COMMUNITY OUTREACH
6.1 OBJECTIVES OF OUTREACH PROGRAM
6.2 INFORMATION TO BE MADE AVAILABLE
6.3 ORGANIZATION OF THE WEB SITE
6.4 USE OF THE WEB BROWSER
6.5 DESCRIPTION OF WEB SITE
7 - STAFF
ORGANIZATION AND WORKLOAD DISTRIBUTION
7.1 PAVEMENT MANAGEMENT OFFICE'S ROLE WITHIN ENGINEERING
7.2 HISTORICAL STAFF ORGANIZATIONAL STRUCTURE AND WORKLOAD
7.2.1 Pavement Management
7.2.2 Service Requests
7.2.3 Utility Scheduling
7.2.4 Contract Design, Administration, and Construction Observation
7.2.5 Data Collection
7.3 CURRENT STAFF ORGANIZATIONAL STRUCTURE AND WORKLOAD
7.3.1 Pavement Management
7.3.2 Service Requests
7.3.3 Utility Scheduling
7.3.4 Contract Design, Contract Administration Services, and Construction Observation
7.3.5 Data Collection
7.4 IMPLEMENTING THE NEW PAVEMENT MANAGEMENT SYSTEM
7.5 FUTURE OBJECTIVES
8 -
GUIDELINES FOR PERFORMING RESURFACING & PAVEMENT PRESERVATION TREATMENTS
8.1 PAVEMENT PRESERVATION AND RESURFACING METHODS1
8.2 PURPOSE OF PAVEMENT PRESERVATION METHODS
8.3 PAVEMENT PRESERVATION AND PAVEMENT MANAGEMENT
8.3.1 Integrating Pavement Preservation Treatments into a PMS
8.3.2 Treatment Selection
8.3.3 Utility Cut Repairs
8.4 COSTS AND BENEFITS
8.5 IDENTIFICATION OF NEEDS AND PRIORITIZATION
8.6 SHORT-TERM IDENTIFICATION OF NEEDS AND PRIORITIZATION
8.6.1 Short Term Identification of Needs
8.6.2 Prioritization of Short-Term Needs
8.6.3 Reporting Results
8.7 MULTI-YEAR IDENTIFICATION OF NEEDS AND PRIORITIZATION
8.7.1 Generation of Feasible Alternatives
8.7.2 Multi-Year Prioritization
8.7.3 Integrating Preventive Maintenance with Multi-Year Prioritization
8.7.4 Reporting Results and Consequences of Different Funding Levels
8.8 PRIORITIZED BUDGETING
8.9 PROJECT DESIGN AND IMPLEMENTATION
8.10 PROJECT PLAN FOR SHORT TERM PAVEMENT RESURFACING AND PRESERVATION FOR NASHVILLE AND DAVIDSON COUNTY ROAD NETWORK
8.11 MULTI-YEAR PROJECT PLAN FOR PAVEMENT RESURFACING AND PRESERVATION FOR NASHVILLE AND DAVIDSON COUNTY ROAD NETWORK
8.11.1 Five-Year Plan
8.11.2 Twelve-Year Plan
9 - ALLEY
MAINTENANCE
9.1 INTRODUCTION
9.2 CONDITION ASSESSMENT FOR SURFACE TYPES
9.2.1 Asphalt Pavement
9.2.2 DBST Pavement
9.3 M&R POLICY
9.3.1 Alley Surface Type Selection
9.3.2 Treatment Selection
9.4 PRIORITIZATION
10 -
SUMMARY AND RECOMMENDATIONS
10.1 IMPLEMENTATION OF PMS IN NASHVILLE AND DAVIDSON COUNTY
10.2 RECOMMENDATIONS FOR CONSIDERATION
APPENDIX
A - MPW PAVING CAPACITY
APPENDIX
B - CONTRACTOR INTERVIEW RESPONSES
APPENDIX
C - GLOSSARY
APPENDIX
D - RESURFACING AND PAVEMENT PRESERVATION TREATMENTS
APPENDIX
E - UTILITY CUT REPAIR GUIDELINES AND SPECIFICATIONS FOR THE PERMITTING PROCESS
|
|
|
If you have any further questions regarding Metro Nashville Paving Program, please do not hesitate to Contact Us.
|
|
|