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26 Cards in this Set

  • Front
  • Back

Transportation modes

Planes

Trains


Automobiles




and boats

Transporation consideration factors
safety

Reliability


Convenience


Cost


.

improvng transportation

Pros


- reduce costs of mateials


- increases competition


- Greater consumer choice


- Critical for emergencies




Cons


- Requires resourcce use


- danger potential


- noise, delay, pollution

Supply and demand

Affected by:
 - Market forces
 - Gov't
 - Technology

exTraffic crossing a bridge

Affected by:


- Market forces


- Gov't


- Technology




exTraffic crossing a bridge



Driver characterisitcs

ability to:


- hear


- see


- - periheral vision


- - - decreases as speed increases


- - color vision


- - - best colour choice is black/white, black/yellow


- - glare vision and recovery


- - - 3 seconds D-L, 6 sec L-D


- - depth perception


- evaluate


- react

PIEV

Perception


Identification


Emotion (Evaluation)


Reaction




unexpected - 1.6-7.8 sec


expected - 1.0-5.1

Pedestrian characteristics

Most vulnerable


avg speed: .9-2.4m/s (handicap@ ~1/2)



Different oad users

Vehices


Pedestrians


Cyclists

Bicylist characterisitcs

Class A) - experienced in mixed traffic


Class B) - less exp, neighbbourroads and bike lanes


Class C) - Lease experience


(the grade for riding performance)




avg speed


down - 50 km/h


lvl - 30 km/h


up - 13 km/h

Vehicle characterisitics

static char.


- size


- axel weight


kinematic char. (motion)


- acceleration, velocity, position


dynamic char. (forces)


- Air resistances


- rolling resistance


- curve resistances


- power


- grade

km/h


to


m/s

0.077 = (1000/3600)^2

SSD




DSD




PSD

Stopping sight distance




Descision sight distance


(includes reaction to unexpected event)




Passign sight distance

Purpose of speed spot studies

establish traffic parameters


- eval control devices


- eval enforcement


- eval road geom


- eval safety


- speed trends


- check speed complaints

spot speed req'd

- mid block


- flat level highway


- inersections


- ensure unbias




typically 1hr & >30 vehicles

volume studies

AADT


ADT


PHV


VC


VKT

travel time and delay studies

floating car


avg speed


movinf speed




liscence obs


questionarres


Intelligent transport sys and other tech

moving vehicle technique

time both direc


Number of oncoming cars while 1st direction


vehicles overtaking and passed while 2nd direction



safety managment process

Network screening


Diagnosis




Remedy


Econoic appraisal




prioritize project


Eval




repeat

Regressino to the mean

over time statistics balance at the mean




benefit illusion

Crash rate notes

Volumes < 2700, CR is is significantly high

Evaluate crash

Crash Freq


Crash rate (indludes exposure)


Crash sev (accounts injuries vs PD


Stat QC techniq (poisson)

Diagnosis process

Safteyy data review


- descriptive stats


- analytical methods


- crash mapping




Asses supporting docs




Asess fied cond




Ident concerns

Time mean speed


vs


spacemean speed

aritmetic mean vehicles past a point




harmonic mean (more accurate)

fundamental diagram

Greenshields






Greenberg

Assumes linear relation btwn speed and density




Assumes non-linear

causes of shoclwaves

discontinuity in a state var (q, u,, k)




changes in:


geom


flow cond


abnormaslites