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Transpo Engineering
formulas and terms for transportation engineering
Question | Answer |
---|---|
Severity ratio formlua | ( fatality + injury ) / ( fatality + injury + property damage) |
formula for Accident Rate for 100M vehicles per mile of travel | R = ( A · 100x10⁶ ) / ( ADT · N · 365 · L ) |
formula for Accident Rate for 1M vehicles per entry at intersection | R = A · 10⁶ / ( ADT · N · 365 ) |
peak hour factor formla | PHF = q / qₘₐₓ |
design hourly volume formla | PHV / PHF |
rate of flow formla | q = kuₛ |
density formula | k = n / d |
average space headway (spacing) formula | s = 1 / k = d / n |
average time headway formla | 1 / q |
harmonic mean of the speeds of vehicles passing a point on a highway during an interval of time | space mean speed |
space mean speed formula | 𝓊ₛ = ∑d / ∑t |
arithmetic mean of the speeds of vehicles passing a point on a highway during an interval of time | time mean speed |
time mean speed formula | 𝓊ₛ = ∑(d/t) / n |
volume of traffic that uses approach, lane, or lane group during the hour of the day that observes the highest traffic volumes for an intersection | peak hour volume |
time intervals considered for stopping sight distance | perception-reaction time and braking time |
time for the driver to perceive the hazard | perception time |
time for the driver to react | reaction time |
time to stop after the brakes are applied | braking time |
stopping sight distance formula | Vt + [ v² / g( f ± G ) ] |
brake efficiency | EF = f/ fₐᵥₑ |
braking distance | ( vᵢ² - vf² ) / [ 2g( ( f ± G ) ] |
define each variable in the formula Vt + [ v² / g( f ± G ) ] | V = speed t = perception-reaction time f = skid resistance/coeff. of friction G = slope of roadway |