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a) With the aid of a spreadsheet, construct a table of STOPPING SITE DISTANCES for design speeds ranging from 30km/h to 120km/h in increments of 30km/h. Assume a FRICTION COEFFICIENT of 0.28 and a grade of -0.5(11)% Answers should be provided in tabular format with columns representing Stopping Site Distance (S) and Design Speed (V). NOTE: Show all necessary calculations!!

a) With the aid of a spreadsheet, construct a table of STOPPING SITE DISTANCES for design speeds ranging from 30km/h to 120km/h in increments of 30km/h. Assume a FRICTION COEFFICIENT of 0.28 and a grade of -0.5(11)% Answers should be provided in tabular format with columns representing Stopping Site Distance (S) and Design Speed (V). NOTE: Show all necessary calculations!!

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter4: Traffic Engineering Studies
Section: Chapter Questions
Problem 10P
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a) With the aid of a spreadsheet, construct a table of STOPPING SITE DISTANCES for design speeds ranging from 30km/h to 120km/h in increments of 30km/h. Assume a FRICTION COEFFICIENT of 0.28 and a grade of -0.5(11)% Answers should be provided in tabular format with columns representing Stopping Site Distance (S) and Design Speed (V). NOTE: Show all necessary calculations!!
Transcribed Image Text:a) With the aid of a spreadsheet, construct a table of STOPPING SITE DISTANCES for design speeds ranging from 30km/h to 120km/h in increments of 30km/h. Assume a FRICTION COEFFICIENT of 0.28 and a grade of -0.5(11)% Answers should be provided in tabular format with columns representing Stopping Site Distance (S) and Design Speed (V). NOTE: Show all necessary calculations!!
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the grade give is -0.5x(11)% = -5.5%

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