A crest vertical curves joining a +3% and -4% grade is to be designed for 90 km/h. If the tangents intersect at station 3+400,00 at an elevation of 76,00 m, determine the stations and elevations of the BVC (beginning of the vertical curve) and EVC (end of the vertical curve). Also calculate the elevations of intermediate points on the curve at the whole stations every 40m.

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
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A crest vertical curves joining a +3% and -4% grade is to be designed for 90 km/h.
If the tangents intersect at station 3+400,00 at an elevation of 76,00 m, determine the stations and
elevations of the BVC (beginning of the vertical curve) and EVC (end of the vertical curve).
Also calculate the elevations of intermediate points on the curve at the whole stations every 40m.
Transcribed Image Text:A crest vertical curves joining a +3% and -4% grade is to be designed for 90 km/h. If the tangents intersect at station 3+400,00 at an elevation of 76,00 m, determine the stations and elevations of the BVC (beginning of the vertical curve) and EVC (end of the vertical curve). Also calculate the elevations of intermediate points on the curve at the whole stations every 40m.
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Please explain step 4 and 5 

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what about K ? how did you calculate 39 ? when I do my calculations I find 35

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Please give the details of how to calculate the station of BVC and the EVC especialy the L/2. how do you convert the number to terms of stations, what's is the rule ? is there a diference of calculatind it in meter or in feet ? 

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