The following are the cost index and specification: Type of Pavement = Portland Cement Concrete Pavement Number of Lanes = Two Lanes Width of Pavement = 3.71m per lane Thickness of Pavement 266 mm Unit Cost = Php 2,062.67 per squared meter The engineer wish to compute the total cost in peso of the road if the curve from point A to point D is considered?

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
Problem 13P
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ments
ssions
des
The following are the cost index and specification:
Type of Pavement = Portland Cement Concrete Pavement
Number of Lanes = Two Lanes
Width of Pavement = 3.71m per lane
abus
Thickness of Pavement = 266 mm
zzes
Unit Cost = Php 2,062.67 per squared meter
dules
BtueButton
The engineer wish to compute the total cost in peso of the road if the curve from point A to
point D is considered?
aborations
Dave
365
Next
Transcribed Image Text:ments ssions des The following are the cost index and specification: Type of Pavement = Portland Cement Concrete Pavement Number of Lanes = Two Lanes Width of Pavement = 3.71m per lane abus Thickness of Pavement = 266 mm zzes Unit Cost = Php 2,062.67 per squared meter dules BtueButton The engineer wish to compute the total cost in peso of the road if the curve from point A to point D is considered? aborations Dave 365 Next
A reverse curve with diverging tangent is to be designed for a proposed highway as
illustrated below. The reverse curve is composed of one compound curve, from point A to C,
and one simple curve, from point C to D.
Point A is located at the Point of Curvature having Station 12+802.06, point B is located at
the Point of Compound Curve, point C is located at the Point of Reverse Curve, and point D
is located at the Point of Tangency. The back tangent of the reverse curve is having an
azimuth of 381 degrees and the forward tangent is having an azimuth of 741.1 degrees. The
common tangent for the reverse curve has an azimuth of 307.9 degrees from south. It has
been found out that the long chord of curve A to C is thrice the value of the chord in curve
C to D. The common tangent of the curve A to C is having an azimuth of 256.1 degrees from
south and the chord of curve C to D is 165.2m long.
Transcribed Image Text:A reverse curve with diverging tangent is to be designed for a proposed highway as illustrated below. The reverse curve is composed of one compound curve, from point A to C, and one simple curve, from point C to D. Point A is located at the Point of Curvature having Station 12+802.06, point B is located at the Point of Compound Curve, point C is located at the Point of Reverse Curve, and point D is located at the Point of Tangency. The back tangent of the reverse curve is having an azimuth of 381 degrees and the forward tangent is having an azimuth of 741.1 degrees. The common tangent for the reverse curve has an azimuth of 307.9 degrees from south. It has been found out that the long chord of curve A to C is thrice the value of the chord in curve C to D. The common tangent of the curve A to C is having an azimuth of 256.1 degrees from south and the chord of curve C to D is 165.2m long.
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