Printable Appendix

Appendix: Figures, Tables, Datasets, Files, Pictures

Figures

Introduction
Figure 1 - Route 146 in Clifton Park
Figure 2 - Aerial Photograph of Route 146

Problem 1 - Maxwell Drive
Figure 3 - Maxwell Drive and Route 146 Configuration
Figure 4 - Maxwell Drive Signal Phasing 
Figure 5 - Maxwell Drive Intersection Volumes for the Existing AM & PM peak hour
Figure 6 - Typical Dual-Ring NEMA Phasing
Figure 7 - Maxwell Drive Phasing Diagram
Figure 8 - Maxwell Drive Delay Patterns among Scenarios

Problem 2 - Moe Road
Figure 9 - Moe Road Intersection
Figure 10 - Moe Road and Route 146 intersection configuration
Figure 11 - Moe Road Signal Phasing

Problem 3 - Shenendehowa Campus
Figure 12 - Shenendehowa Campus AM peak hour turning movements

Problem 4 - Clifton Country Road
Figure 13 - Clifton Country Road Aerial Photograph
Figure 14 - Clifton Country Road and Route 146 intersection configuration
Figure 15 - Clifton Country Road Signal Phasing
Figure 16 - Clifton Country Road Intersection Volumes for Existing AM & PM Peak Hours

Problem 5 - Interstate 87 Interchange
Figure 17 - I-87 Interchange with Route 146 
Figure 18 - I-87 Interchange Schematic of Fire Road Intersection
Figure 19 - I-87 Interchange AM Existing Volumes
Figure 20 - I-87 Interchange AM Without and With Volumes
Figure 21 - I-87 Interchange PM Existing Volumes
Figure 22 - I-87 Interchange PM Without and With Volumes
Figure 23 - Influence Area

Problem 6 - Route 146 Arterial
Figure 24 - Route 9 and Route 146 Intersection Configuration 
Figure 25 - Route 146 Network Volumes - PM With Condition
Figure 26 - Route 146 Network Volumes - PM Existing Condition
Figure 27 - Route 146 Network Volumes - PM Without Condition

Tables

Getting Started
Table 1 - Case Study Problems 

Problem 1 - Maxwell Drive
Table 2 - Maxwell Drive PM peak hour volumes - Existing Conditions
Table 3 - Maxwell Drive PM peak - Existing Conditions, Base Case Results
Table 4 - Maxwell Drive Effects of Variations in the Eastbound Arrival Type
Table 5 - Maxwell Drive Comparative Results from Three Datasets
Table 6 - Maxwell Drive Effects of Skipped Phases
Table 7 - Maxwell Drive 2004 PM peak hour volumes
Table 8 - Maxwell Drive Results from Nine Planning Model Scenarios
Table 9 - Maxwell Drive Critical Movement Analysis Results
Table 10 - Maxwell Drive Operational Analysis
Table 11 - Maxwell Drive Effects of Generated Traffic

Problem 2 - Moe Road
Table 12 - Moe Road Recent timing data for the AM peak hour
Table 13 - Moe Road Treatment for Pedestrians
Table 14 - Moe Road Trends in Lane Utilization 

Problem 3 - Shenendehowa Campus
Table 15 - Shenendehowa Campus AM peak hour volumes
Table 16 - Shenendehowa Campus AM peak hour delays and levels of service
Table 17 - Shenendehowa Campus PM peak hour volumes
Table 18 - Shenendehowa Campus AM & PM peak hour delays and levels of service
Table 19 - Shenendehowa Campus AM peak hour delays by 15 minute interval
Table 20 - Shenendehowa Campus PHF Sensitivity Analysis for the PM peak hour
Table 21 - Shenendehowa Campus Effects of Heavy Vehicles
Table 22 - Shenendehowa Campus Forecasted 2004 PM peak hour volumes
Table 23 - Shenendehowa Campus Traffic Growth and Sensitivity Analysis Results

Problem 4 - Clifton Country Road
Table 24 - Clifton Country Road Effects of Lane Utilization
Table 25 - Clifton Country Road Impacts of Coordination on the Eastbound Approach
Table 26 - Clifton Country Road Effects of Lane Group Treatments for the Southbound Approach
Table 27 - Clifton Country Road PM Existing Base Case Conditions
Table 28 - Clifton Country Road Effects of RTOR
Table 29 - Clifton Country Road Year 2004 Without and With Condition Intersecting Volumes
Table 30 - Clifton Country Road Scenario Investigations - Without & With Site-Generated Traffic

Problem 5 - I-87 Interchange
Table 31 - I-87 Interchange SB-to-WB Off-Ramp
Table 32 - I-87 Interchange SB-to-EB Off-Ramp
Table 33 - I-87 Interchange SB On-Ramp
Table 34 - I-87 Interchange NB Off-Ramp
Table 35 - I-87 Interchange EB-to-NB On-Ramp
Table 36 - I-87 Interchange WB-to-NB On-Ramp
Table 37 - I-87 Interchange Performance for the EB Weave on Route 146
Table 38 - I-87 Interchange Prediction of Delays at Terminus of the SB-to-EB Off-Ramp
Table 39 - I-87 Interchange Performance of the SB-to-WB Off-Ramp
Table 40 - I-87 Interchange Performance of WB Left-Turn Entrance to the SB On-Ramp

Problem 6 - Route 146 Arterial
Table 41 - Route 146 Network Signal Timings from Three Sources

Datasets

(XML Files) (HCS Files) (Transyt7F Files)

Problem 2 - Moe Road

Sub-Problem 2a

Dataset 15 - Moe Road Base Case
Dataset 16 - Moe Road Maximum Pedestrians
Dataset 17 - Moe Road without Pedestrians

Sub-Problem 2b
Dataset 18 - Moe Road with condition Base Case
Dataset 19 - Moe Road with condition, Base Case +30% more site generated traffic
Dataset 20 - Moe Road with condition +30% more traffic, L_u = default
Dataset 21 - Moe Road with condition +30% more traffic, L_u = 0.67

Problem 3 - Shenendehowa Campus

Sub-Problem 3a

Dataset 20 - Shenendehowa Campus Base Case (AM peak)
Dataset 21 - Shenendehowa Campus PM peak 
Dataset 22 - Shenendehowa Campus AM PHF by movement
Dataset 23 - Shenendehowa Campus Interval - 8:00 to 8:15
Dataset 24 - Shenendehowa Campus Interval - 8:15 to 8:30
Dataset 25 - Shenendehowa Campus Interval - 8:30 to 8:45
Dataset 26 - Shenendehowa Campus Interval - 8:45 to 9:00
Dataset 27 - Shenendehowa Campus AM peak without heavy vehicle correction
Dataset 28 - Shenendehowa Campus PM peak without heavy vehicle correction
Sub-Problem 3b

Dataset 29 - Shenendehowa Campus PM peak 2004 without condition
Dataset 30 - Shenendehowa Campus PM peak with condition
Dataset 31 - Shenendehowa Campus PM peak with condition +30 %

Problem 4 - Clifton Country Road
Sub-problem 4a

Dataset 32 - Clifton Country Road AM Existing Condition Base Case
Dataset 33 - Clifton Country Road AM Existing Condition No Lane Utilization Adjustment
Dataset 34 - Clifton Country Road AM Existing Condition EBT&R Arrival Type 5
Dataset 35 - Clifton Country Road AM Existing Condition EBT&R Arrival Type 1
Dataset 36 - Clifton Country Road AM Existing Condition Single SB Group
Dataset 37 - Clifton Country Road AM Existing Condition SB Grouping as L, LT, TR
Sub-problem 4b

Dataset 38 - Clifton Country Road PM Existing Condition Base Case
Dataset 39 - Clifton Country Road PM Existing Condition Downward Adjustment for RTOR
Sub-problem 4c

Dataset 40 - Clifton Country Road 2004 PM Condition Without Site Generated Traffic
Dataset 41 - Clifton Country Road 2004 PM Condition With Site Generated Traffic
Dataset 42 - Clifton Country Road 2004 PM Condition With 30% higher Site Generated Traffic
Dataset 43 - Clifton Country Road 2004 PM Condition With 30% higher Site Generated Traffic - Enhanced 

Problem 5 - Interstate 87 Interchange
Sub-problem 5a
Dataset 44 - I-87 Interchange SB-to-WB Off-Ramp AM Existing Condition
Dataset 45 - I-87 Interchange SB-to-WB Off-Ramp AM Without/With Condition
Dataset 46 - I-87 Interchange SB-to-WB Off-Ramp PM Existing Condition
Dataset 47 - I-87 Interchange SB-to-EB Off-Ramp AM Existing Condition
Dataset 48 - I-87 Interchange SB-to-EB Off-Ramp AM Without/With Condition
Dataset 49 - I-87 Interchange SB On-Ramp AM Existing Condition
Dataset 50 - I-87 Interchange SB On-Ramp AM Without/With Condition
Dataset 51 - I-87 Interchange NB Off-Ramp PM Existing Condition
Dataset 52 - I-87 Interchange NB Off-Ramp PM Without Condition 
Dataset 53 - I-87 Interchange NB Off-Ramp PM With Condition
Dataset 54 - I-87 Interchange EB-to-NB On-Ramp PM Existing Condition
Dataset 55 - I-87 Interchange EB-to-NB On-Ramp PM Without Condition
Dataset 56 - I-87 Interchange EB-to-NB On-Ramp PM With Condition
Dataset 57 - I-87 Interchange WB-to-NB On-Ramp PM Existing Condition
Dataset 58 - I-87 Interchange WB-to-NB On-Ramp PM Without Condition
Dataset 59 - I-87 Interchange WB-to-NB On-Ramp PM With Condition
Sub-problem 5b

Dataset 60 - I-87 Interchange EB Weave on Route 146 AM Existing Condition
Dataset 61 - I-87 Interchange EB Weave on Route 146 AM Without/With Condition 
Dataset 62 - I-87 Interchange EB Weave on Route 146 PM Existing Condition
Dataset 63 - I-87 Interchange EB Weave on Route 146 PM Without Condition
Dataset 64 - I-87 Interchange EB Weave on Route 146 PM With Condition
Dataset 65 - I-87 Interchange SB-to-EB Off-Ramp PM With Condition
Sub-problem 5c

Dataset 66 - I-87 Interchange SB-to-WB Off-Ramp AM Existing Condition
Dataset 67 - I-87 Interchange SB-to-WB Off-Ramp AM Without Condition
Dataset 68 - I-87 Interchange SB-to-WB Off-Ramp AM With Condition
Dataset 69 - I-87 Interchange SB-to-WB Off-Ramp AM With Modified Condition
Dataset 70 - I-87 Interchange SB-to-WB Off-Ramp PM Existing Condition
Dataset 71 - I-87 Interchange SB-to-WB Off-Ramp PM Without Condition
Dataset 72 - I-87 Interchange SB-to-WB Off-Ramp PM With Condition
Dataset 73 - I-87 Interchange SB-to-WB Off-Ramp PM With Modified Condition
Dataset 74 - I-87 Interchange WB-to-SB On-Ramp AM Existing Condition
Dataset 75 - I-87 Interchange WB-to-SB On-Ramp AM Without/With Condition
Dataset 76 - I-87 Interchange WB-to-SB On-Ramp PM Existing Condition
Dataset 77 - I-87 Interchange WB-to-SB On-Ramp PM Without Condition
Dataset 78 - I-87 Interchange WB-to-SB On-Ramp PM With Condition

Problem 6 - Route 146 Arterial

Sub-problem 6a
Dataset 79 - Route 146 Network Transyt-7F (Hand-adjustments to HCM result inputs)
Dataset 80 - Route 146 Network Transyt-7F (T7F-9 optimal timings inputs)
Dataset 81 - Route 146 Network Transyt-7F (Hand-adjustments to HCM result outputs)
Dataset 82 - Route 146 Network Transyt-7F (T7F-9 optimal timings outputs)

Files

Printable Introduction/Getting Started
Printable Problem 1 - Maxwell Drive
Printable Problem 2 - Moe Road
Printable Problem 3 - Shenendehowa Campus
Printable Problem 4 - Clifton Country Road
Printable Problem 5 - I-87 Interchange
Printable Problem 6 - Arterial Study
Printable Problem 7 - System Study
Printable Appendix
Printable Glossary
Printable Index
Excel Spreadsheet 1 - Critical Movement Analysis

Pictures

Problem 2 - Moe Road
Moe Road Eastbound Approach
Moe Road Westbound Approach
Moe Road Westbound Receiving Lanes 
Moe Road Northbound Approach
Moe Road Southbound Approach