Research Article

Discovering Insightful Rules among Truck Crash Characteristics using Apriori Algorithm

Table 1

Summary of freight-vehicle crashes.

FactorFrequency%

MonthJanuary1,3317.0
February1,1876.2
March1,3927.3
April1,5618.2
May1,6568.7
June1,7049.0
July1,97410.4
August1,8779.9
September1,7129.0
October1,6378.6
November1,4777.8
December1,5308.0

Time12 AM–5:59 AM3,10516.3
6 AM–11:59 PM5,77630.3
12 PM–5:59 PM6,69535.2
6 PM–11:59 PM3,46218.2

RouteGyeongbu-line3,47018.2
Sehaean-line1,7429.2
Youngdong-line1,5998.4
Namhae-line1,5017.9
Jungbunaeruk-line1,4037.4
Jungbu-line1,3947.3
Jungang-line1,2386.5
Others6,69135.1

SegmentMainline12,25664.4
Toll gate3,11316.4
Ramp2,54813.4
Tunnel7443.9
Rest area2731.4
Others1040.5

SeverityA360.2
B8084.2
C5,00026.3
D13,19469.3

CauseNegligence6,05131.8
Overspeeding3,68319.3
Drowsy3,03916.0
Tire puncture1,3537.1
Falling detritus1,1406.0
Unsafe distance5913.1
Improper passing2411.3
Others2,94015.4

Week of daySunday1,4817.8
Monday3,02715.9
Tuesday3,17716.7
Wednesday2,94015.4
Thursday2,94315.5
Friday3,04016.0
Saturday2,43012.8

WeatherFine12,04063.2
Rainy3,51618.5
Cloudy2,80014.7
Snowy5953.1
Others870.5

Crash typesVehicle-facility11,61961.0
Vehicle-vehicle3,63819.1
Type-others3,61719.0
Vehicle-pedestrian1640.9

Number of vehiclesSingle-vehicle-involved13,32770.0
Multivehicle-involved5,71130.0

1Horizontal alignmentStraight14,45075.9
2,32412.2
2,15511.3
460.2
250.1
200.1
180.1

2Vertical alignmentNo slope12,03863.2
1,95710.3
1,7049.0
1,0485.5
9685.1
6893.6
6343.3

MedianFixed wall (127 cm)6,45933.9
Fixed wall (81 cm)3,95320.8
Guardrail1,6248.5
Landscape4422.3
No median4,14121.8
Others5,41912.7

ShoulderGuardrail8,05742.3
Concrete guard1,7839.4
Guard fence1290.7
Guard pipe390.2
No guardrail5,63929.6
Others3,39117.8

Vehicle weights (ton)>3.5 t and ≤8.5 t7,83441.1
≤3.5 t6,13032.2
>8.5 t5,07426.7

Vehicle typesCargo truck11,24159.0
Box truck3,87620.4
Logging truck2,95015.5
Tanker9715.1

Driver’s age group20s4,31522.7
30s2,54013.3
40s4,84125.4
50s5,36928.2
Over 60s1,97310.4

1RCL and LCL indicate right curve length and left curve length, respectively. 2DS and US indicate downward slope and upward slope, respectively.