Situation III: The table below shows the reported accidents for 1 10-mile highway section of theMacapagal boulevard.YearAve. dailyTraffic20,50022,00023,50024,00025,5007. Compute for the severity ratioPropertydamage165InjuryAccidentsFatalAccidents20004020011504520021701705010200345200416060198. Compute for the accident rate for injury accidents in HMVM9. Compute the accident rate in HMVMO69

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ituation III: The table below shows the reported accidents for 1 10-mile highway section o lacapagal boulevard. Year Ave. daily Property damage 165 Injury Accidents Fatal Accidents Traffic 20,500 22,000 23,500 24,000 25,500 7. Compute for the severity ratio 2000 40 45 50 2001 2002 2003 2004 150 170 10 16 19 170 45 160 60 8. Compute for the accident rate for injury accidents in HMVM 9. Compute the accident rate in HMVM

ituation III: The table below shows the reported accidents for 1 10-mile highway section o lacapagal boulevard. Year Ave. daily Property damage 165 Injury Accidents Fatal Accidents Traffic 20,500 22,000 23,500 24,000 25,500 7. Compute for the severity ratio 2000 40 45 50 2001 2002 2003 2004 150 170 10 16 19 170 45 160 60 8. Compute for the accident rate for injury accidents in HMVM 9. Compute the accident rate in HMVM

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter4: Traffic Engineering Studies

Section: Chapter Questions

Problem 20P

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Problem 2 The table shows reported accidents for a 10-mile highway section of the Diosdado Macapagal Boulevard. Property Damage Year 2000 2001 2002 2003 2004 Average Daily Traffic 20,500 22,000 23,500 24,000 25,500 165 150 170 170 160 Injury Accidents 40 45 50 45 60 a) Compute the severity ratio. b) Compute the accident rate for injury accidents in HMVM. c) Compute the accident rate in HMVM. Fatal Accidents 5 5 10 16 19
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