A designed road is to be constructed on a terrain with a uniform ground slope. The road contains a horizontal curve with PC starting at 4+100 and ends at 4+200. The designed road has a side slope of 1:2 and a roadway width of 12m. Station 4+100 4+200 ? ? ? Cross Section (m) f5 cl f4 6 f6 6 17 cl f6 6 f8 6 ? ? ? ? a. Compute the final cross section data of both stations (" b. Sketch the cross sections of both station. ( c. Compute the area by coordinate method of both stations ( d. Compute the volume between the two stations by prismoidal formula ( e. Compute the curvature correction between the two stations if the simple curve has a degree of curve arc definition of 5º and the curve is turning on the right side of the cross section. ( rel
A designed road is to be constructed on a terrain with a uniform ground slope. The road contains a horizontal curve with PC starting at 4+100 and ends at 4+200. The designed road has a side slope of 1:2 and a roadway width of 12m. Station 4+100 4+200 ? ? ? Cross Section (m) f5 cl f4 6 f6 6 17 cl f6 6 f8 6 ? ? ? ? a. Compute the final cross section data of both stations (" b. Sketch the cross sections of both station. ( c. Compute the area by coordinate method of both stations ( d. Compute the volume between the two stations by prismoidal formula ( e. Compute the curvature correction between the two stations if the simple curve has a degree of curve arc definition of 5º and the curve is turning on the right side of the cross section. ( rel
Chapter2: Loads On Structures
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Transcribed Image Text:2. A designed road is to be constructed on a terrain with a uniform ground slope. The road contains a
horizontal curve with PC starting at 4+100 and ends at 4+200. The designed road has a side slope of 1:2
and a roadway width of 12m.
Station
4+100
4+200
?
?
?
?
f4
6
Cross Section (m)
f5
cl
f6
6
f7
cl
f6
6
f8
6
?
?
?
?
a. Compute the final cross section data of both stations (
b. Sketch the cross sections of both station.c
c. Compute the area by coordinate method of both stations (.
d. Compute the volume between the two stations by prismoidal formula (
e. Compute the curvature correction between the two stations if the simple curve has a degree of
curve arc definition of 5º and the curve is turning on the right side of the cross section. (
rel
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