Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
Question
Book Icon
Chapter 5, Problem 18P
To determine

(i)

The long- time average number of injury crashes per year at the site.

Expert Solution
Check Mark

Answer to Problem 18P

  ni=14.724Crashes/yr._

Explanation of Solution

Given:

Following information has been given to us: Length of road segment =7585 ft.

AADT =5250 veh/day.

Total number of injury crashes for 10 years =12.

Total number of fatal crashes for 10 years =3.

Total number of property crashes for 10 years = 48.

Assume k=2.51.

The applicable safety performance functions for injury, fatal, and property damage only

crashes are:

  SPinj=1.602×106 (length in feet)(AADT)0.491

  SPPDO=3.811×106 (length in feet)(AADT)0.491

Calculation:

We have the following formula for the number of fatal crashes:

  ni=numberoffatalcrashesSPinj

Where, SPinj=1.602×106 (length in feet)(AADT)0.491

  SPinj=1.602×106 (7585)(5250)0.491SPinj=0.815

Substituting the values, we have

  ni=120.815ni=14.724.

Conclusion:

Therefore, the long- time average number of injury crashes per year at the site is ni=14.724 Crashes/ yr.

To determine

(ii)

The long-time average number of fatal crashes per year at the site.

Expert Solution
Check Mark

Answer to Problem 18P

  nf=3.681Crashes/ year_.

Explanation of Solution

Given:

Following information has been given to us:

Length of road segment =7585 ft.

AADT =5250 veh/day.

Total number of injury crashes for 10 years =12.

Total number of fatal crashes for 10 years =3.

Total number of property crashes for 10 years = 48.

Assume k=2.51.

The applicable safety performance functions for injury, fatal, and property damage only

crashes are:

  SPinj=1.602×106 (length in feet)(AADT)0.491

  SPPDO=3.811×106 (length in feet)(AADT)0.491

Calculation:

We have the following formula for the number of fatal crashes:

  nf=numberoffatalcrashesSPinj

Where, SPinj=1.602×106 (length in feet)(AADT)0.491

  SPinj=1.602×106 (7585)(5250)0.491SPinj=0.815.

Substituting the values, we have

  nf=30.815nf=3.681

  nf=3.681Crashes/ year.

Conclusion:

Therefore, the number of fatal crashes per year at the site is 3.681Crashes/ year.

To determine

(iii)

The long-time average number of property damage only crashes per year at the site.

Expert Solution
Check Mark

Answer to Problem 18P

  nP=24.755Crashes/ year._

Explanation of Solution

Given:

Following information has been given to us:

Length of road segment =7585 ft.

AADT =5250 veh/day.

Total number of injury crashes for 10 years =12.

Total number of fatal crashes for 10 years =3.

Total number of property crashes for 10 years = 48.

Assume k=2.51.

The applicable safety performance functions for injury, fatal, and property damage only

crashes are:

  SPinj=1.602×106 (length in feet)(AADT)0.491

  SPPDO=3.811×106 (length in feet)(AADT)0.491

Calculation:

We have the following formula for the long-time average number of property damage only crashes per year at the site

  nP=numberofpropertydamage crashesSPPDO

Where, SPPDO=3.811×106 (length in feet)×(AADT)0.491

  SPPDO=3.811×106 (7585)×(5250)0.491SPPDO=1.939SPPDO=1.939Crashes/year.

Substituting the values, we have

  nP=481.939nP=24.755nP=24.755Crashes/ year.

Conclusion:

Therefore,the long-time average number of property damage only crashes per year at the site nP=24.755Crashes/ year.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Problem 4 A propped cantilever beam of flexural rigidity EI and 2EI for parts 1-2 and 2-3, respectively, is subjected to a concentrated load P at point 2. Find: a) Determine the displacement at point 2; b) Determine the rotation at point 3; c) Determine the reaction force and moment at point 1; d) Determine the reaction force at point 3. El 2 P 2 EI 2 L
Problem 3 15 A W150 x 37 rolled-steel beam is used below. Let P150 kN, L-10 m and E 200 GPa. Find the deflection and slope at each node and each pin or wall reaction. If a software program such Maple or MATLAB issued as part of the solution, a hard copy of the code must be submitted too. 1/2 1/2
1. Determine the bearings, azimuths, and lengths of lines AB, BC, CD, and DA for the closed loop traverse data shown below in Table 1. Show calculations. Table 1 Station Northing [ft] Easting [ft] A 1,000 1,000 B 750 1,750 C 1,345 2,255 D 1,567 1,345 2. Compute the bearings of sides BC and CD in Figure 1. Show all work for all angles. A B 70°10' S72°39'W C 94°35' Figure 1 Tt (+) B D
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,
Text book image
Solid Waste Engineering
Civil Engineering
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Cengage Learning,
Text book image
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning