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. Author manuscript; available in PMC: 2018 Dec 1.
Published in final edited form as: Inj Prev. 2017 Feb 13;23(6):370–376. doi: 10.1136/injuryprev-2016-042219

Table 2.

Pedestrian distraction and risky behaviour frequencies and unadjusted rate ratios during crossings at pedestrian MVC locations by environmental factors, driver behaviours and traffic safety features, Cluj County, Romania, 2013

Sites characteristics Number of site Total pedestrians observed Distracted pedestrians
Pedestrian risky behaviours
n n n Rate Unadjusted rate ratio (95% CI) n Rate Unadjusted rate ratio (95% CI)
Location–
 In Cluj-Napoca     64 1505     95 6.3 1.1 (0.6 to 2.0)   327 21.7 0.7 (0.3 to 1.5)
 Outside Cluj-Napoca     36   206     12 5.8 Ref     89 43.2 Ref
Road type
 National road     54 1113     76 6.8 1.3 (0.9 to 2.0)   259 23.3 0.8 (0.4 to 1.6)
 Local road     46   598     31 5.2 Ref   157 26.3 Ref
Location geometry
 Non-intersection     68   580     32 5.5 Ref   216 37.2 Ref
 Intersection*     32 1131     75 6.6 1.2 (0.8 to 1.8)   200 18.3 0.5 (0.2–0.99)
Number of lanes, index street
 ≥4     27   713     50 7.0 1.2 (0.8 to 1.8)   140 19.6 0.5 (0.2 to 1.1)
 ≤3     73   998     57 5.7 Ref   276 27.7 Ref
Land use in area
Residential
 Yes     78   868     41 4.7 0.6 (0.4 to 0.9)   180 20.7 0.7 (0.3 to 1.6)
 No     22   843     66 7.8 Ref   236 28.0 Ref
Business
 Yes     78 1451     93 6.4 1.2 (0.7 to 2.1)   333 23.0 0.6 (0.2 to 1.6)
 No     22   260     14 5.4 Ref     83 31.9 Ref
Other (recreation, farm/agriculture, vacant)
 Yes     12     92       4 4.3 §     41 44.6 1.3 (0.4 to 3.9)
 No     88 1619   103 6.4   375 23.2 Ref
Slope/grade
 Flat     78 1556   100 6.4 Ref   396 25.4 Ref
 Slight hill     13   155       7 4.5 0.7 (0.3 to 1.5)     20 12.9 0.7 (0.2 to 1.9)
Parking
Parallel parking
 Yes     71   816     47 5.8 0.9 (0.6 to 1.3)   233 28.6 1.7 (0.8 to 3.7)
 No     29   895     60 6.7 Ref   183 20.4 Ref
Diagonal parking
 Yes       7   243     15 6.2 1.0 (0.6 to 1.7)     47 19.3 1.4 (0.4 to 4.8)
 No     93 1468     92 6.3 Ref   369 25.1 Ref
Parking (parallel or diagonal)
 Yes     76 1017     57 5.6 Ref   259 25.5 Ref
 No     24   694     50 7.2 1.3 (0.9 to 1.9)   157 22.6 0.7 (0.3 to 1.8)
Motor vehicle moving violation involving pedestrian
 Yes       4   123       8 6.5 1.0 (0.5 to 2.1)     16 13.0 0.5 (0.1 to 2.9)
 No     95 1588     99 6.2 Ref   400 25.2 Ref
Traffic controls
Traffic light
 Yes     12   855     63 7.4 1.4 (1.0 to 2.1)   196 22.9 0.9 (0.3 to 2.4)
 No     88   856     44 5.1 Ref   220 25.7 Ref
Stop sign
 Yes       5     94       1 1.1 §       7 7.4 0.2 (0.04 to 0.8)
 No     94 1617   106 6.6   409 25.3 Ref
Yield sign
 Yes       2     21       0       0 §       9 42.9 1.5 (0.2 to 13.0)
 No     98 1690   107 6.3   407 24.1 ref
Unregulated
 Yes     82   744     43 5.8 0.9 (0.6 to 1.3)   204 27.4 1.3 (0.6 to 3.2)
 No     18   967     64 6.6 Ref   212 21.9 ref
Pedestrian facilities
Sidewalk, paved trail or paved shoulder
 Yes     92 1690   107 6.3 §   402 23.8 0.6 (0.1 to 3.0)
 No       8     21       0       0     14 66.7 ref
Painted crosswalk
 Yes, with crossing sign     43 1386     90 6.5 1.3 (0.7 to 2.4)   243 17.5 0.3 (0.2 to 0.7)
 No, but has crossing sign       5     81       5 6.2 1.3 (0.4 to 3.6)     27 33.3 1.3 (0.2 to 7.5)
 No, and no crossing sign     52   244     12 4.9 Ref   146 59.8 Ref
Pedestrian crossing aid(s)
 Yes     15   888     65 7.3 1.4 (1.0 to 2.1)   197 22.1 0.7 (0.3 to 1.8)
 No     85   823     42 5.1 Ref   219 26.6 Ref
Surface condition
 Excellent/good     75 1449     94 6.5 Ref   316 21.8 Ref
 Fair/poor     25   262     13 5.0 0.8 (0.4 to 1.4)   100 38.2 1.6 (0.7 to 3.6)
Bike lane or bike warning sign
 Yes     11   704     47 6.7 1.1 (0.8 to 1.6)   112 15.9 0.3 (0.1 to 0.9)
 No     88 1007     60 6.0 Ref   304 30.2 Ref

Mean per site SD Unadjusted rate ratio (95% CI) Unadjusted rate ratio (95% CI)

Average motor vehicle speed (miles per hour) 28.9 10.8 0.98 (0.94 to 1.02) 0.95 (0.90 to 0.99)
Motor vehicle volume (per motor vehicle) 86.1 38.0 1.01 (1.0 to 1.02) 0.99 (0.99 to 1.00)
Distracted pedestrians (per pedestrian) 1.1 2.6 n/a 0.96 (0.86 to 1.08)
Risky crossing behaviours (per pedestrian) 4.2 8.7 1.01 (1.00 to 1.02) n/a
*

Includes three roundabouts.

Based on index road where crash occurred, which was drawn from the crash data.

Not mutually exclusive.

Rate=per 100 observed pedestrians.

§

Rate ratio not computed due to small cell sizes.

Pedestrian signal, push button, refuge island and/or flashing light.