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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?

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?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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