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thèse doctorat de l'université bordeaux 2 - ISPED-Enseignement à ...

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case and control sites, as estimated from Moran’s I statistic (P ≥ 0.12). High crash site <strong>de</strong>nsitywas observed near Yaoundé and on the Edéa-Douala road section (Figure 11).Figure 11. Injury crash site <strong>de</strong>nsity along 25-km stretches of Yaoundé-Douala roadsectionNDoualaEdéaPoumaBoumnyebelYaoundéMbankomoInhabitants per city (,000)>200Site/km1.3-1.4>20-2001.5-2.5 8 m, andintersections were significantly more frequent at case sites than controls (Table 9). Vi<strong>de</strong>oscrutiny showed that shops and schools were more frequent at case sites than controls. Noassociations were observed between lengthy straight sections (>872 m) and case sites.In the mo<strong>de</strong>l including only variables from site visits, crash sites were more likely to belocated at intersections than control sites. Similarly, the crash sites were more likely to belocated in built-up areas as compared to control sites. Similarly, likelihood of crashes on flatroad sections increased when the road was wi<strong>de</strong>r than 8 m as compared to narrow roadsections. Moreover, injury crash likelihood increased in presence of nearby obstacles whenroad surface was irregular than regular. In the mo<strong>de</strong>l including only variables from vi<strong>de</strong>o,crash sites were more likely near shops than control sites.In the mo<strong>de</strong>l including both types of variables (mo<strong>de</strong>l 3), crash sites were more likely to belocated on road sections with flat road profiles, irregular surface conditions, near (< 4 m) solidobstacles, except for crash barriers, and at three- and four-legged intersections (Table 9).Furthermore, crash likelihood increased in built-up areas when verge <strong>de</strong>pth was null ascompared to verge <strong>de</strong>pth more than 0 m. Attributable crash risk proportions were 21.9% forflat road profiles, 11.3% for irregular surface conditions, 5.5% for nearby (< 4 m) obstacles,4.6% for three-legged intersections, and 3.4% for four-legged intersections. Attributable crashrisk proportion was 16.1% for built-up areas as estimated from mo<strong>de</strong>l 1.39

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