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Linked Terms |
Case Study |
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3-legged roundabout |
Dade County, Florida |
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a |
Moscow, Idaho |
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A ring |
Clifton Park, New York |
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access density |
Dade County, Florida |
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accuracy |
Moscow, Idaho |
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actuated |
Clifton Park, New York |
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actuated control |
Moscow, Idaho |
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ADT |
Dade County, Florida |
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all-walk phase |
Clifton Park, New York |
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Analyses |
Moscow, Idaho |
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analysis |
Clifton Park, New York |
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Annual Daily Traffic |
Dade County, Florida |
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arrival possibility |
Moscow, Idaho |
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arrival type |
Moscow, Idaho |
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arrival type changes |
Clifton Park, New York |
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arterial level of service |
Dade County, Florida |
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arterial street class |
Dade County, Florida |
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ATS |
Dade County, Florida |
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Average travel speed |
Dade County, Florida |
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B ring |
Clifton Park, New York |
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base free flow speed |
Dade County, Florida |
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By-pass |
Moscow, Idaho |
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c |
Moscow, Idaho |
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capacity |
Moscow, Idaho |
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capacity vs. conflicting volume |
Dade County, Florida |
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circulating volume |
Dade County, Florida |
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Class I |
Dade County, Florida |
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Class I signalized arterial |
Dade County, Florida |
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Class I signalized arterial operational analysis |
Dade County, Florida |
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Class II |
Dade County, Florida |
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Clifton Country Road |
Clifton Park, New York |
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CMA |
Moscow, Idaho |
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Conflicting Flow |
Moscow, Idaho |
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Control Conditions |
Moscow, Idaho |
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Control Delay |
Moscow, Idaho |
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Coordinated Actuated Control |
Moscow, Idaho |
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Coordination with protected left turns |
Moscow, Idaho |
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CORSIM |
Moscow, Idaho |
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critical gap |
Moscow, Idaho |
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critical gap |
Dade County, Florida |
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Critical movement analysis |
Moscow, Idaho |
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Critical movement analysis |
Dade County, Florida |
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Critical movement technique |
Clifton Park, New York |
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Critical movement technique |
Dade County, Florida |
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Cycle Failures |
Moscow, Idaho |
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Cycle Length |
Dade County, Florida |
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Data |
Moscow, Idaho |
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Data sensitivity |
Clifton Park, New York |
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Delay upper limit |
Gainesville, Florida |
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Demand |
Moscow, Idaho |
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Demand exceeds capacity |
Moscow, Idaho |
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Demand vs. Volume |
Clifton Park, New York |
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Demand/Volume Information |
Moscow, Idaho |
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Diverge |
Clifton Park, New York |
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Diverge |
Clifton Park, New York |
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Double Cycle |
Gainesville, Florida |
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Effective Green Time |
Moscow, Idaho |
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Equal Delay Strategy |
Dade County, Florida |
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Equal v/c Strategy |
Dade County, Florida |
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Equivalent Phase Times |
Moscow, Idaho |
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Exclusive Pedestrian Phase |
Gainesville, Florida |
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Facility Class |
Dade County, Florida |
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Facility Type |
Dade County, Florida |
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FDOT |
Dade County, Florida |
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Flared Approach |
Moscow, Idaho |
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Flashing don't walk |
Clifton Park, New York |
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Florida Department of Transportation |
Dade County, Florida |
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FLU |
Clifton Park, New York |
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Follow-Up Time |
Dade County, Florida |
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Free Flow Speed |
Moscow, Idaho |
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Free-Flowing Right Turns |
Dade County, Florida |
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Fully Actuated |
Clifton Park, New York |
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Future Conditions |
Moscow, Idaho |
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Goals |
Moscow, Idaho |
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Goals and Objectives |
Clifton Park, New York |
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Grade-Separated Flyover |
Dade County, Florida |
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Green Ratio |
Moscow, Idaho |
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Growth Sensitivity |
Clifton Park, New York |
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Hamlet |
Moscow, Idaho |
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Heavy Vehicles |
Moscow, Idaho |
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Highway |
Dade County, Florida |
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Highway Classification |
Moscow, Idaho |
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Horizon Year |
Moscow, Idaho |
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Intersection Geometry |
Moscow, Idaho |
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Intersection Spacing |
Dade County, Florida |
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Interstate 87 Interchange |
Clifton Park, New York |
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k-parameter |
Dade County, Florida |
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Krome Avenue |
Dade County, Florida |
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Lane Configuration |
Moscow, Idaho |
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Lane Group Definitions |
Clifton Park, New York |
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lane utilization |
Clifton Park, New York |
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Linear Growth Rate |
Dade County, Florida |
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Logarithmic Growth Rate |
Dade County, Florida |
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LOS |
Moscow, Idaho |
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Lost Time |
Moscow, Idaho |
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Lost Time |
Clifton Park, New York |
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Manual of Uniform Traffic Control Devices |
Dade County, Florida |
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Maximum Green Time |
Dade County, Florida |
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Maximum Phase Times |
Moscow, Idaho |
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Merge |
Clifton Park, New York |
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Merge |
Clifton Park, New York |
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Merging Analysis |
Dade County, Florida |
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Microscopic Simulation Model |
Moscow, Idaho |
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Mid-block Driveways |
Moscow, Idaho |
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Minimum Delay Strategy |
Dade County, Florida |
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Minimum Phase Times |
Moscow, Idaho |
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Mitigation |
Clifton Park, New York |
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Moe Road |
Clifton Park, New York |
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Movement |
Moscow, Idaho |
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Multimodal corridor |
Gainesville, Florida |
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Museum Road |
Gainesville, Florida |
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Museum Road bus stops |
Gainesville, Florida |
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Museum Road Scope |
Gainesville, Florida |
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MUTCD |
Moscow, Idaho |
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MUTCD |
Dade County, Florida |
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NEMA Controllers |
Clifton Park, New York |
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Not Opposed |
Moscow, Idaho |
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off-ramp |
Clifton Park, New York |
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Okeechobee Road |
Dade County, Florida |
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on-ramp |
Clifton Park, New York |
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Operational analysis Class I or II two lane
highway |
Dade County, Florida |
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Optimal Green Time |
Dade County, Florida |
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Oversaturated Conditions |
Moscow, Idaho |
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Parametric Study |
Clifton Park, New York |
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Peak Hour |
Clifton Park, New York |
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Peak Hour |
Clifton Park, New York |
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Peak Hour Factor |
Moscow, Idaho |
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peak hour factor |
Clifton Park, New York |
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pedestrian activity |
Dade County, Florida |
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pedestrian push-buttons |
Clifton Park, New York |
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pedestrians |
Clifton Park, New York |
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pedestrians |
Gainesville, Florida |
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percent time spent following |
Dade County, Florida |
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performance measures |
Moscow, Idaho |
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permitted |
Moscow, Idaho |
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phase |
Clifton Park, New York |
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phase |
Clifton Park, New York |
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phase overlap |
Clifton Park, New York |
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phasing |
Clifton Park, New York |
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PHF |
Clifton Park, New York |
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planning analysis |
Moscow, Idaho |
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planning analysis |
Clifton Park, New York |
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planning Class I two-lane highway analysis |
Dade County, Florida |
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Planning Class II two-lane highway analysis |
Dade County, Florida |
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planning level highway analysis |
Dade County, Florida |
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platoons |
Moscow, Idaho |
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posted speed |
Dade County, Florida |
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pre-timed vs. actuated control |
Moscow, Idaho |
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progression band |
Moscow, Idaho |
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progression factor |
Gainesville, Florida |
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protected |
Moscow, Idaho |
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protected plus permitted |
Moscow, Idaho |
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PTSF |
Moscow, Idaho |
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PTSF |
Dade County, Florida |
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QEM |
Dade County, Florida |
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queue length |
Moscow, Idaho |
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quick estimation method |
Moscow, Idaho |
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quick estimation procedures |
Moscow, Idaho |
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ramp termini |
Clifton Park, New York |
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random arrivals |
Moscow, Idaho |
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Rietz Union Drive Intersection |
Gainesville, Florida |
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Right turns on red |
Clifton Park, New York |
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roundabout |
Dade County, Florida |
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Route 146 |
Clifton Park, New York |
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Route 146 arterial study |
Clifton Park, New York |
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RTOR |
Clifton Park, New York |
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saturation flow rate |
Moscow, Idaho |
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Scope |
Moscow, Idaho |
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scope |
Clifton Park, New York |
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semi-actuated control |
Gainesville, Florida |
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semi-direct |
Clifton Park, New York |
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service volume |
Moscow, Idaho |
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service volume tables |
Dade County, Florida |
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Shenendehowa campus |
Clifton Park, New York |
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si |
Clifton Park, New York |
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signal coordination |
Moscow, Idaho |
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signal coordination |
Gainesville, Florida |
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signal density |
Dade County, Florida |
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signal phasing design |
Gainesville, Florida |
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signal timing data |
Clifton Park, New York |
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signal timing plan |
Moscow, Idaho |
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signal timing plan strategies |
Dade County, Florida |
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signal timing strategies |
Dade County, Florida |
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signal warrants |
Moscow, Idaho |
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signal warrants |
Dade County, Florida |
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signalized arterials |
Dade County, Florida |
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signalized intersection |
Clifton Park, New York |
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signalized intersection w/ peds |
Gainesville, Florida |
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single lane roundabout |
Dade County, Florida |
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skipped phases |
Clifton Park, New York |
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skipped phases |
Clifton Park, New York |
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sneakers |
Moscow, Idaho |
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sneakers |
Dade County, Florida |
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stakeholders |
Moscow, Idaho |
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stakeholders |
Clifton Park, New York |
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stakeholders |
Gainesville, Florida |
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start-up lost time |
Clifton Park, New York |
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stop-controlled analysis |
Dade County, Florida |
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striping |
Moscow, Idaho |
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technical issues |
Moscow, Idaho |
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terrain type |
Dade County, Florida |
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TIA |
Clifton Park, New York |
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time period |
Moscow, Idaho |
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time-space diagram |
Moscow, Idaho |
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tools |
Moscow, Idaho |
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traffic growth |
Clifton Park, New York |
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traffic impact analysis |
Clifton Park, New York |
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traffic-actuated control |
Moscow, Idaho |
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Transportation Research Circular 212 |
Moscow, Idaho |
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Transyt 7F |
Clifton Park, New York |
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two-stage gap acceptance |
Dade County, Florida |
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two-lane highway class |
Dade County, Florida |
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two-lane highway level of service |
Dade County, Florida |
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two-lane rural highway |
Dade County, Florida |
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TWSC |
Moscow, Idaho |
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TWSC analysis |
Gainesville, Florida |
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twsc intersection w/peds |
Gainesville, Florida |
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TWSC LOS |
Moscow, Idaho |
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U.S. 95 schematic |
Moscow, Idaho |
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uncertainty |
Moscow, Idaho |
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uncertainty |
Clifton Park, New York |
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unit extension |
Moscow, Idaho |
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unit extension |
Moscow, Idaho |
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unit extension |
Moscow, Idaho |
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unit extension |
Gainesville, Florida |
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University of Florida |
Gainesville, Florida |
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unsignalized intersection analysis |
Clifton Park, New York |
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urban street LOS |
Dade County, Florida |
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v |
Moscow, Idaho |
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v/c |
Moscow, Idaho |
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v/c ratio |
Moscow, Idaho |
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