Research Article

Analysis of Freeway Secondary Crashes in Different Traffic Flow States by Three-Phase Traffic Theory

Table 1

Candidate variables.

Variable categorySymbolVariables

Traffic flow characteristicsCCorrelation coefficient between occupancy and flow during 5–10 minutes
Cnt/Spd/OccAverage 30 s vehicle count/speed/detector occupancy during 5–10 minutes (veh/30 s)/(mile/h)/(%)
Stdc/Stds/StdoStd. dev. of 30 s vehicle count/speed/detector occupancy during 5–10 minutes (veh/30 s)/(mile/h)/(%)
Cc/Cs/CoCoefficient of variation of 30 s vehicle count/speed/detector occupancy during 5–10 minutes (veh/30 s)/(mile/h)/(%)
Dc/Ds/DoThe difference in average 30 s vehicle count/speed/detector occupancy between 15–20 min and 5–20 min (veh/30 s)/(mile/h)/(%)
Lcnt/Lspd/LoccAverage difference in 30 s vehicle count/speed/detector occupancy between adjacent lanes during 5–10 minutes (veh/30 s)/(mile/h)/(%)
LstdcLstds/LstdoStd. dev. of difference in 30 s vehicle count/speed/detector occupancy between adjacent lanes during 5–10 minutes (veh/30 s)/(mile/h)/(%)
Environmental characteristicsViVisibility (mile)
We1 = bad weather condition; 0 = otherwise
Rs1 = otherwise; 0 = dry road surface
Li1 = bad light; 0 = otherwise
Geometric characteristicsLwLane width (ft)
IsInner shoulder width (ft)
OsOuter shoulder width (ft)
Ra1 = ramp segment; 0 = otherwise
Crash characteristicsTr1 = the crash including a truck; 0 = otherwise
Se1 = the injury crash; 0 = otherwise
Ho1 = the hit object crash; 0 = otherwise
Ss1 = the sideswipe crash; 0 = otherwise
Re1 = the rear end crash; 0 = otherwise