ObjectivesThe objectives of this first study were:1. To assess crash bur<strong>de</strong>n on an interurban road section in Cameroon.2. To <strong>de</strong>scribe crash types, causes, and situational factors.3. To <strong>de</strong>scribe outcome of traffic injuries, according to road user-related factors.This study was published as: Sobngwi-Tambekou J, Bhatti J, Kounga G, Salmi L-R, Lagar<strong>de</strong>E. Road traffic crashes on the Yaoundé–Douala road section, Cameroon. Acci<strong>de</strong>nt Analysisand Prevention 2010;42(2):422-6 (Appendix 2).The data was collected un<strong>de</strong>r supervision of Dr. Sobngwi-Tambekou and Dr. Lagar<strong>de</strong>. Icontributed to the analysis and manuscript writing.MethodsSetting and study <strong>de</strong>signThe study settings were the Yaoundé-Douala road section. This 243-km long, mostly twolane,un-separated road section serves as a major link between two most populous cities of thecountry, Yaoundé and Douala. To assess road bur<strong>de</strong>n and <strong>de</strong>scribe factors involved inhighway crashes, traffic and crash data from road authorities and highway police stations wasretrospectively collected.Traffic countsTraffic count surveys were conducted by the Ministry of Public Works, Cameroon, on fivelocations during two seven-day periods in May and November 2005 [73]. Daytime trafficcounts were recor<strong>de</strong>d from 6:00 am to 10:00 pm, whereas night-time counts were recor<strong>de</strong>dfrom 10:00 pm to 6:00 am. All passing vehicles were counted and classified. Results showedthat the daily traffic count varied between 2 269 and 3 553 vehicles on Yaoundé-Douala roadsection; mid-city sections had the lowest traffic counts, and those close to the two main citieshad the highest traffic counts. Personal vehicles accounted for 55%, public transportation for21%, and trucks for 24% of the traffic [73].Police reportsIn June and July 2007, all 13 police stations within and outsi<strong>de</strong> Yaoundé and Douala werevisited to collect police traffic crash reports that had been filed between January 2004 andMay 2007. In principle, a police report is established for all injury crashes and for a number ofnon-injury crashes involving several counterparts, for which property loss and civilresponsibilities are at stake. All police reports retrieved from the police station archives werescanned. The State Defence Secretariat Bureau in Yaoundé, in charge of centralizing policereports in the country, was also visited to seek reports not found in the police stations.As a number of police reports are lost or <strong>de</strong>stroyed, we evaluated the completeness of datacollection by comparing the availability of police reports with crash events reported in themain police station registers. In all police stations, such a register is continuously updatedwith one line for all events related to police interventions. This inclu<strong>de</strong>s RTCs, which arelisted and i<strong>de</strong>ntified by a report number and the corresponding police report number. Becausethe exact crash site is not specified in the registers and some crashes could have occurred on22
secondary roads, the register could not be used to assess the crash rate on the Yaoundé-Douala section. However, the register ma<strong>de</strong> it possible to estimate the completeness of policereports retrieved and digitized. This exercise was only possible in the eight largest policestations and was not conducted in the remaining five smaller ones. All reports from all 13police stations were however inclu<strong>de</strong>d in this study.Data extractionScanned reports were co<strong>de</strong>d, using a grid adapted from the standardized French datasurveillance system [9], and were recor<strong>de</strong>d using EPIINFO 2000 [74]. Crash <strong>de</strong>tails inclu<strong>de</strong>dhour, day, month, and year of crash, number of vehicles and road users involved, situationalfactors such as light and weather conditions, horizontal and vertical road profile, road andshoul<strong>de</strong>r surface conditions, and whether situated in urban zones, at intersection, or near aschool. Involved vehicles were categorized as trucks, personal, utilitarian, and passengervehicles. Involved road users were classified by vehicle type or as pe<strong>de</strong>strians, bicyclists, andmotorcycle ri<strong>de</strong>rs. Outcome of these road-users were gra<strong>de</strong>d by the police as: not injured,slightly injured, seriously injured (when needing hospital admission), and died. Road userrelatedvariables such as age, sex, profession, means of transport to hospital, and road usercategory (driver, passenger and pe<strong>de</strong>strian) were recor<strong>de</strong>d when available. For motorizedvehicle users, information on the use of helmet or seat belt and Driving While Intoxicated(DWI) was recor<strong>de</strong>d. Similarly, for pe<strong>de</strong>strian, information on crossing facilities wasrecor<strong>de</strong>d.In addition, all reports were in<strong>de</strong>pen<strong>de</strong>ntly read by two investigators (Emmanuel Lagar<strong>de</strong> andJöelle Sobngwi-Tambekou), and co<strong>de</strong>d using a standardized grid for crash type, and one ortwo possible causes. No inconsistencies were found for crash type, and when two differentcauses were i<strong>de</strong>ntified by the two investigators, both were recor<strong>de</strong>d. On some occasions, thecrash correspon<strong>de</strong>d to several types (for example, a two-wheel motorized vehicle versus ape<strong>de</strong>strian). Such crash type was therefore co<strong>de</strong>d as the type involving the user of highestvulnerability. The vulnerability <strong>de</strong>creasing or<strong>de</strong>r was: one or more pe<strong>de</strong>strians involved; oneor more two-wheel motorized vehicles; vehicles travelling in opposite directions; singlevehicle running off the road; vehicles travelling in the same direction; one or more still ormanoeuvring vehicle; crash at an intersection).AnalysisCrash and injury risks per 100 million kilometres travelled were computed, with numeratorsbeing numbers of persons or events in the study period, and <strong>de</strong>nominators estimated numberof kilometres travelled on the Yaoundé-Douala road section during the study period [73].These rates were corrected taking into account our estimates of police report completeness, ascompared with the events listed in main police registers. To assess the respective involvementof personal, utility, passenger vehicles and trucks, we divi<strong>de</strong>d the number of vehicles of eachtype involved in non-fatal and fatal crashes by kilometres travelled by same vehicle type.Crash and injury risks for specific vehicle and road user group were compared using rateratios and their 95% confi<strong>de</strong>nce intervals. Injury severity for different road user groups wasassessed by fatality ratio, fatalities per total injured. Percentage increases in traffic fatalitiesand injuries were computed for the year 2006 compared to 2004. Furthermore, proportions ofcrash causes and situational factors were computed according to crash types. Crash fatalityratios and fatality per crash were compared for crash types and causes. Lastly, the outcome ofinjuries was compared according to road user characteristics. Data were analyzed using SASversion 9.1.3 [75].23
- Page 1: Université Victor Segalen Bordeaux
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- Page 6 and 7: Index of figuresFigure 1. Traffic f
- Page 8 and 9: AbbreviationsAKUAVCIBMIEASESSDALYDW
- Page 10 and 11: AbstractBackground: Interurban traf
- Page 12 and 13: L'objectif de cette thèse était d
- Page 14 and 15: 2. Background2.1 Road injury burden
- Page 16 and 17: 2.4 Multiple factors involved in tr
- Page 18 and 19: Figure 4. Percentage difference of
- Page 20 and 21: 2.7 Interurban road safety research
- Page 24 and 25: ResultsCrash burdenA total of 935 R
- Page 26 and 27: Figure 7. Monthly trend of traffic
- Page 28 and 29: Injury outcome patternsMost of inju
- Page 30 and 31: MethodsThe study setting was 196-km
- Page 32 and 33: patients. In the ED, those with NIS
- Page 34 and 35: Table 6. Traffic injuries reported
- Page 36 and 37: 5. Analytical StudiesPrevious liter
- Page 38 and 39: under supervision of Dr. Sobngwi-Ta
- Page 40 and 41: Table 9. Situational variables at c
- Page 42 and 43: MethodsStudy design and settingStud
- Page 44 and 45: to Dec 08 were retrieved and photoc
- Page 46 and 47: normal zones. However, this associa
- Page 48 and 49: MethodsStudy design and settingsThe
- Page 50 and 51: Figure 14. Picture extracted of a h
- Page 52 and 53: located in built-up area in Pakista
- Page 54 and 55: Table 15. Differences in hazard per
- Page 56 and 57: 6. Discussion6.1 Originality of stu
- Page 58 and 59: Although adjustments are possible,
- Page 60 and 61: observational studies on how the de
- Page 62 and 63: to understand the deficiencies in t
- Page 64 and 65: [24] Damsere-Derry J, Afukaar FK, D
- Page 66 and 67: [69] Central Intelligence Agency. T
- Page 68 and 69: [111] Geurts K, Wets G, Brijs T, Va
- Page 70 and 71: [154] Rosenbloom T, Shahar A, Elhar
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4. Farooq U, Bhatti JA, Siddiq M, M
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Appendix 1: Literature review on in
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they identified a cluster of long b
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more cost-effective than redesignin
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Table 18. Traffic injury interventi
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Appendix 3: Study I supplementary r
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Appendix 4: Manuscript in preparati
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BACKGROUNDPakistan, located at the
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patients were recorded during their
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This might motivate police officers
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12. Peden M, Scurfiled R, Sleet D,
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Table 1. Traffic injuries reported
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Table 3. Ascertainment of police, a
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Appendix 5: Article published - Stu
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104
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106
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108
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Appendix 6: Article under review -
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1. INTRODUCTIONWith the aging of hi
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A total of 180 crashes were identif
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conspicuity at HWZs in Pakistan. 2
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21. Sobngwi-Tambekou J, Bhatti J, K
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Table 2. Highway work zone crash fa
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122
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ABSTRACTObjectives: Interurban road
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oad). A matched strategy was used t
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SitesOut of 131 crash sites identif
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Similarly, it was shown previously
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Majdzadeh, R., Khalagi, K., Naraghi
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Table 2. Characteristics of Pakista
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Table 4. Factors associated with ha
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Table 21. Situational factors at hi
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Table 23. Situational factors assoc