* All documents in Adobe Acrobat (PDF) format. ![]()
Table of Contents
- 1.0 Introduction
- 2.0 Summary of "Before" and "After" Studies
- 2.1 Travel Time Studies
- 2.1.1 Definitions of Travel Time Statistics
- 2.1.2 North 27th Street ("O" Street to I-80; 5.2 miles)
- 2.1.3 North 48th Street ("O" Street to Superior Street; 3.0 miles)
- 2.1.4 North 70th Street ("O" Street to Havelock Avenue; 3.0 miles)
- 2.1.5 Nebraska Highway 2 (Old Cheney Road to Van Dorn Street; 4.5 miles)
- 2.1.6 Pioneers Boulevard (56th Street to 33rd Street; 1.5 miles)
- 2.1.7 Vine Street (70th Street to 14th Street; 4.0 miles)
- 3.0 Additional Data Collection Activities
- 4.0 Signal Timing
- 5.0 Signal Operation Opportunities During Off-Peak Hours
Entire Report with Tables (371 K) ![]()
Technical Appendices
- Appendix A: "After" Travel Time Summaries
- Appendix B: "After" Intersection Delay Computations
- Appendix C: Summary of Signal Timing Changes
- Appendix D: Off-peak Traffic Volume Information
For more information on the Technical Appendices, contact Scott Opfer, Project Manager, at 441-7711 or by email.
List of Tables
- Table 1: Urban Street LOS by Class
- Table 2a: "Before" Travel Time Studies-North 27th Street ("O" Street to I-80)
- Table 2b: "After" Travel Time Studies-North 27th Street ("O" Street to I-80)
- Table 3
- Table 4a: North 27th Street ("O" Street - Kensington Drive) - "Before" Studies
- Table 4b: North 27th Street ("O" Street - Kensington Drive) - "After" Studies
- Table 5a: "Before" Travel Time Studies-North 48th Street ("O" Street-Superior Street)
- Table 5b: "After" Travel Time Studies-North 48th Street ("O" Steet-Superior Street)
- Table 6
- Table 7a: "Before" Travel Time Studies-North 70th Street ("O" Street-Havelock Avenue)
- Table 7b: "After" Travel Time Studies-North 70th Street ("O" Steet-Havelock Ave.)
- Table 8
- Table 9a: "Before" Travel Time Studies-Nebraska Highway 2 (Old Cheney Road-Van Dorn Street)
- Table 9b: "After" Travel Time Studies-Neb. Hwy 2 (Old Cheney Rd.-Van Dorn St.)
- Table 10
- Table 11a: "Before" Travel Time Studies-Pioneers Boulevard (56th Street-33rd Street)
- Table 11b: "After Travel Time Studies-Pioneers Boulevard (56th Street-33rd Street)
- Table 12
- Table 13a: "Before" Travel Time Studies-Vine Street (70th Street-14th Street)
- Table 13b: "After" Travel Time Studies-Vine Street (70th Street-14th Street)
- Table 14
- Table 15: Level-of-Service Criteria (Signalized Intersections)
- Table 16: Intersection Delay Studies - North 27th Street
- Table 17: Intersection Delay Studies - North 48th Street
- Table 18: Intersection Delay Studies - North 70th Street
- Table 19: Intersection Delay Studies - Nebraska Highway 2
- Table 20: Intersection Delay Studies - Pioneers Boulevard
- Table 21: Intersection Delay Studies - Vine Street
- Table 22: Analysis Corridors
- Table 23: "Before" & "After" Sub-system Signal Timing Plan Cycle Lengths
- Table 24: Traffic Signal Low-Volume / Late-Night Operation Comparison
List of Figures
- Figure 1: 1998-1999 Travel Time Study Corridors
- Figure 2: 2000 Travel Time Study Corridors
- Figure 3: Use of Average Speed as Trigger Mechanism
- Figure 4: Intersection Delay Study Locations
- Figure 5: Turning Movement Count Locations
- Figure 6: Mechanical Count Locations
- Figure 7: Sub-System Analysis
- Figure 8: N. 27th Street between "P" Street and Kensington Drive - Flashing Operation
- Figure 9: Nebraska Highway 2 between Old Cheney Road and Van Dorn Street-Flashing Operation
- Figure 10: Cross-Street Intersections along 27th Street
- Figure 11: Cross-Street Intersections along Nebraska Highway 2
- Figure 12: N. 27th Street between "P" Street and Kensington Drive - Free Operation
- Figure 13: Nebraska Highway 2 between Old Cheney Road and Van Dorn Street-Free Operation