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| COVER | ||
|---|---|---|
| ACKNOWLEDGMENTS | ||
| EXECUTIVE SUMMARY | i - iii | |
| TABLE OF CONTENTS | iv - ix | |
| DEFINITIONS / ACRONYMS | x - xiii | |
| CHAPTER 1: INTRODUCTION AND BACKGROUND | Page | |
| 1.1 | Project Background | 1-1 |
| 1.2 | Study Area | 1-2 |
| 1.3 | Transportation Planning Vision, Goals, Objectives, Policies, and Strategies & Actions | 1-2 |
| Figure 1.1 | Study Area Boundary | 1-4 |
| 1.4 | Previous Transportation Planning Efforts | 1-14 |
| 1.5 | Public Involvement | 1-15 |
| 1.6 | TEA – 21 Planning Factors | 1-19 |
| CHAPTER 2: EXISTING CONDITIONS | ||
| 2.1 | Existing Street System | 2-1 |
| Figure 2-1 | Major Street Network Entire Study Area | 2-2 |
| Figure 2-2 | Major Street Network City Area Enlargement | 2-3 |
| 2.2 | Existing Traffic Volumes and Corridor Facility Size | 2-4 |
| 2.3 | Corridor Facility Size versus Traffic Volume | 2-4 |
| Table 2-1 | Optimal Traffic Volume for Number of Lanes | 2-4 |
| Figure 2-3 | Estimated Existing (2001) Traffic Volumes | 2-5 |
| Figure 2-4 | Corridor Size | 2-6 |
| 2.4 | Pavement Survey | 2-7 |
| 2.5 | Existing Traffic Signal System | 2-7 |
| Figure 2-5 | Pavement Conditions | 2-8 |
| Figure 2-6 | Traffic Signal System | 2-9 |
| 2.6 | Existing Intersection Levels of Service | 2-10 |
| Table 2-2 | Level of Service Criteria – Signalized Intersections | 2-10 |
| Table 2-3 | Level of Service Criteria – Two Way Stop Controlled Intersections | 2-11 |
| Table 2-4 | Level of Service Criteria – All-Way Stop Controlled Intersections | 2-11 |
| Table 2-5 | Intersections Experiencing LOS D, LOS E or LOS F | 2-12 |
| Figure 2-7 | Level of Service Analysis (A.M. & P.M. Peak Hours) | 2-13 |
| 2.7 | Travel Time and Delay (Corridor Travel Speed) | 2-14 |
| 2.8 | Truck Traffic | 2-14 |
| Table 2-6 | Percentage of Trucks Compared to Total Peak Hour Volumes | 2-15 |
| Figure 2-8 | Travel Time and Delay Study | 2-17 |
| Figure 2-9 | A.M. Peak Hour Running Speed & Delay | 2-18 |
| Figure 2-10 | Mid-Day Travel Speed | 2-19 |
| Figure 2-11 | P.M. Peak Hour Running Speed & Delay | 2-20 |
| Figure 2-12 | A.M. Peak Travel Speed | 2-21 |
| Figure 2-13 | Mid-Day Travel Speed | 2-22 |
| Figure 2-14 | P.M. Peak Travel Speed | 2-23 |
| Figure 2-15 | Truck Routes | 2-24 |
| 2.9 | Bicycle / Pedestrian Traffic | 2-25 |
| Figure 2-16 | Sidewalk Inventory | 2-26 |
| Figure 2-17 | Sidewalk Condition | 2-27 |
| 2.10 | Existing ADA Facilities | 2-28 |
| 2.11 | Lighted Corridors | 2-28 |
| 2.12 | Existing / Proposed Trail System | 2-28 |
| Figure 2-18 | Wheelchair Access Ramp Inventory | 2-29 |
| Lighted Corridors | 2-30 | |
| Figure 2-20 | Existing / Proposed Trails Network | 2-31 |
| CHAPTER 3: TRAVEL DEMAND FORECASTING | ||
| 3.1 | Socioeconomic Trends | 3-1 |
| Table 3-1 | Cascade County Population and Employment Trends 1970-2000 | 3-1 |
| Figure 3-1 | Cascade County Population and Employment Trends 1970-2000 | 3-2 |
| Table 3-2 | Comparison of Resident Age Distribution Cascade County 1970-2000 | 3-3 |
| Table 3-3 | Comparison of Labor Force Participation by Males & Females Cascade County 1970-2000 | 3-3 |
| Table 3-4 | Occupied Housing Units and Household Size Cascade County 1970-2000 | 3-4 |
| Table 3-5 | Employment Trends by Economic Sector Cascade County 1970-2000 | 3-5 |
| 3.2 | Population and Employment Projections | 3-5 |
| Table 3-6 | Population and Employment Projections Cascade County 2000-2025 | 3-6 |
| Figure 3-2 | Cascade County Population and Employment Trends 1970-2000 | 3-6 |
| Table 3-7 | Employment Projections by Economic Sector Cascade County 2000-2025 | 3-7 |
| 3.3 | Allocation of Growth within the Study Area | 3-7 |
| 3.4 | Committed Transportation Improvements | 3-9 |
| 3.5 | Traffic Model Development | 3-10 |
| 3.6 | Traffic Volume Projections | 3-12 |
| Figure 3-3 | 2005 Annual Average Daily Traffic (ADT) - Baseline | 3-13 |
| Figure 3-4 | 2015 Annual Average Daily Traffic (ADT) | 3-14 |
| Figure 3-5 | 2025 Annual Average Daily Traffic (ADT) | 3-15 |
| 3.7 | Network Alternative Test Runs Analysis | 3-16 |
| Figure 3-6 | Traffic Model Alternative Test Runs | 3-30 |
| Figure 3-7 | Traffic Model Alternative Test Runs | 3-31 |
| Figure 3-8 | Traffic Model Alternative Test Runs | 3-32 |
| Figure 3-9 | Transportation Analysis Zones | 3-33 |
| CHAPTER 4: PROJECTED TRAFFIC CONDITIONS (2025) | ||
| 4.1 | Projected Intersection Level of Service Calculations (2025) | 4-1 |
| Figure 4-1 | Projected 2025 Level of Service (A.M. & P.M. Peak Hours) | 4-3 |
| 4.2 | Projected Corridor Facility Size versus Traffic Volume (2025) | 4-4 |
| Table 4-1 | V/C Ratios & LOS Designations | 4-4 |
| Figure 4-2 | Existing Traffic (Year 2005) V/C Ratios Entire Study Area | 4-6 |
| Figure 4-3 | Projected Traffic (Year 2015) V/C Ratios Entire Study Area | 4-7 |
| Figure 4-4 | Projected Traffic (Year 2025) V/C Ratios Entire Study Area | 4-8 |
| CHAPTER 5: PEDESTRIAN, BICYCLE AND TRANSIT ANALYSIS | ||
| 5.1 | Introduction | 5-1 |
| 5.2 | Pedestrian Analysis | 5-2 |
| Figure 5-1 | Committed New Sidewalk Improvements | 5-5 |
| 5.3 | Bicycle Analysis | 5-6 |
| Figure 5-2 | Existing Bikeway Network | 5-8 |
| Figure 5-3 | Proposed Bikeway Network & System Improvements | 5-9 |
| 5.4 | Transit Analysis | 5-14 |
| Table 5-1 | Transit Rate Schedule (2003) | 5-16 |
| Figure 5-4 | Existing Bus Routes | 5-18 |
| Figure 5-5 | Modified Bus Routes | 5-19 |
| CHAPTER 6: DOWNTOWN PARKING, ACCESS AND CIRCULATION | ||
| 6.1 | Downtown Access and Circulation | 6-1 |
| 6.2 | Existing Parking Supply | 6-2 |
| Table 6-1 | CDB Parking Rate Schedule (2003) | 6-2 |
| 6.3 | Existing Parking Demand | 6-3 |
| Table 6-2 | Utilization of City-Operated Lots | 6-3 |
| Table 6-3 | Summary of Off-Street Parking Use in Downtown Great Falls | 6-4 |
| Table 6-4 | Summary of On-Street Parking Use in Downtown Great Falls | 6-4 |
| 6.4 | ADA Parking Supply | 6-4 |
| 6.5 | Summary of CBD Access, Circulation and Parking Analysis | 6-5 |
| Figure 6-1 | Average Weekday Parking Utilization | 6-6 |
| Figure 6-2 | Average Weekday Evening Parking Utilization | 6-7 |
| Figure 6-3 | Average Weekday (Fair Week) Parking Utilization | 6-8 |
| Figure 6-4 | Handicap Accessible Parking Inventory | 6-9 |
| CHAPTER 7: PROBLEM IDENTIFICATION | ||
| 7.1 | Intersection Levels of Service | 7-1 |
| Table 7-1 | Level of Service Criteria – Signalized Intersections | 7-2 |
| Table 7-2 | 2002 A.M. Peak LOS – Signalized Intersections | 7-3 |
| Table 7-3 | 2002 P.M. Peak LOS – Signalized Intersections | 7-4 |
| Table 7-4 | Level of Service Criteria – Stop Controlled Intersections | 7-5 |
| Table 7-5 | LOS – Stop Controlled Intersections | 7-6 |
| Table 7-6 | Existing Intersections Functioning at LOS D or Lower | 7-6 |
| 7.2 | Signal Warrant Analysis | 7-7 |
| Table 7-7 | Signal Warrant Summary of Existing Conditions | 7-8 |
| 7.3 | Corridor Volumes, Capacity and Levels of Service | 7-11 |
| Table 7-8 | Appropriate Volumes for Planning Future Roadway Improvements | 7-10 |
| Figure 7-1 | Existing Traffic (Year 2002) V/C Ratios Entire Study Area | 7-11 |
| Table 7-9 | V/C Ratios & LOS Designations | 7-13 |
| 7.4 | Crash Analysis | 7-15 |
| Table 7-10 | Intersections with 12 or More Crashes in the Three-Year Period (1999-2001) | 7-14 |
| Table 7-11 | Intersections Crash Analysis – Severity Rating | 7-15 |
| Table 7-12 | Intersections Crash Analysis – Crash Rate | 7-16 |
| Table 7-13 | Intersections Crash Analysis – Composite Rating | 7-17 |
| Table 7-14 | Additional Intersection Crash Analysis – Composite Rating | 7-18 |
| 7.5 | Pedestrian and Bicycle System | 7-20 |
| 7.6 | Truck Traffic | 7-20 |
| Figure 7-2 | Crash Locations Deserving Additional Study | 7-19 |
| 7.7 | Transit System | 7-22 |
| 7.8 | Central Business District | 7-23 |
| Figure 7-3 | Proposed Truck Routes | 7-22 |
| CHAPTER 8: TRANSPORTATION DEMAND MANAGEMENT | ||
| 8.1 | Role of Transportation Demand Management (TDM) | 8-1 |
| 8.2 | TDM Strategies and Their Effectiveness | 8-2 |
| Table 8-1 | TDM Measures Ranked by Anticipated Usability | 8-10 |
| Table 8-2 | TDM Strategies and Their Cost Effectiveness | 8-11 |
| 8.3 | Event Specific TDM Strategies | 8-13 |
| 8.4 | Conclusions | 8-14 |
| 8.5 | Recommended TDM Strategies | 8-14 |
| CHAPTER 9: TRAFFIC CALMING | ||
| 9.1 | Purpose of Traffic Calming | 9-2 |
| 9.2 | History of Traffic Calming | 9-3 |
| 9.3 | Types of Traffic Calming Measures | 9-4 |
| 9.4 | Traffic Calming Program Summary | 9-6 |
| 9.5 | Traffic Calming Program for Existing Streets | 9-7 |
| 9.6 | Incorporating Traffic Calming Measures in New Street Designs | 9-11 |
| 9.7 | Traffic Calming Techniques Applicable to Collectors and Minor Arterials | 9-12 |
| Table 9-1 | Types of Traffic Calming Measures (7 pages) | 9-20 |
| CHAPTER 10: RECOMMENDED SHORT RANGE (SR) IMPROVEMENTS | ||
| 10.1 | Status and Applicability of Previously Identified SR Projects | 10-1 |
| 10.2 | Committed Short Range (SR) Improvements | 10-1 |
| 10.3 | Recommended SR Improvements | 10-2 |
| Figure 10-1 | Recommended Short Range Improvements Entire Study Area | 10-9 |
| Figure 10-2 | Recommended Short Range Improvements City Area Enlargement | 10-10 |
| CHAPTER 11: RECOMMENDED MAJOR STREET NETWORK (MSN) IMPROVEMENT PROJECTS | ||
| 11.1 | Status and Applicability of Previously Identified Major Street Network (MSN) Improvement Projects | 11-1 |
| 11.2 | Committed MSN Improvement Projects | 11-1 |
| 11.3 | Recommended MSN Improvement Projects | 11-3 |
| Figure 11-1 | Recommended Major Street Network Improvements Entire Study Area | 11-8 |
| Figure 11-2 | Recommended Major Street Network Improvements City Area Enlargement | 11-9 |
| CHAPTER 12: RECOMMENDED STREET STANDARDS AND RIGHT-OF-WAY NEEDS | ||
| 12.1 | Corridor Preservation | 12-1 |
| 12.2 | Context Sensitive Design | 12-4 |
| 12.3 | Street Classifications & Definitions | 12-6 |
| 12.3.1 | Functional Highway Systems in Urbanized Areas | 12-6 |
| 12.3.2 | Interstate Highways | 12-6 |
| 12.3.3 | Principal Arterial System | 12-6 |
| 12.3.4 | Minor Arterial Street System | 12-7 |
| 12.3.5 | Collector Street System | 12-7 |
| 12.3.6 | Local Street System | 12-8 |
| 12.4 | Recommended Street Standards | 12-8 |
| Figure 12-1 | Suggested Local Street Standards | 12-10 |
| Figure 12-2 | Suggested Collector Street Standards | 12-11 |
| Figure 12-3 | Suggested Minor Arterial Street Standards | 12-12 |
| Figure 12-4 | Suggested Principal Arterial Street Standards | 12-13 |
| Figure 12-5 | Suggested Rural Street Standards | 12-14 |
| 12.5 | Right-of-Way Requirements | 12-15 |
| 12.6 | Roadway Design Standards | 12-15 |
| 12.6.1 | Pavement Design | 12-15 |
| 12.6.2 | Geotechnical Considerations | 12-16 |
| Table 12-1 | Earth Cut / Fill Slopes Under Normal Conditions | 12-16 |
| CHAPTER 13: FINANCIAL ANALYSIS | ||
| 13.1 | Background | 13-1 |
| 13.2 | Overview of Traditional Funding Sources | 13-1 |
| 13.3 | Federal Funding Sources | 13-2 |
| 13.4 | State Funding Sources | 13-9 |
| 13.5 | Local Funding Sources | 13-10 |
| 13.6 | Summary of Current Financial Status | 13-17 |
| Table 13-1 | Projected Funding Available for Transportation Projects | 13-18 |
| CHAPTER 14: IMPLEMENTATION STRATEGY | ||
| 14.1 | Initial Considerations | 14-1 |
| 14.2 | Evaluation of Projects and Programs | 14-1 |
| 14.3 | Financial Planning Summary | 14-3 |
| Table 14-1 | Recommended Major Street Network (MSN) Projects | 14-4 |
| Table 14-2 | Recommended Short Range (SR) Projects | 14-6 |
| CHAPTER 15: CONFORMITY DETERMINATION | ||
| 15.1 | Introduction | 15-1 |
| 15.2 | Background | 15-1 |
| 15.3 | Conformity Determination | 15-2 |
| 15.4 | Conclusion | 15-4 |
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