Two tangents converge at an angle 32.0 degrees, which were connected by a reverse curve having common radius. The direction of the second tangent is due to East which is having a shortest distance to the first vertex of 132.29 meters. Station PC is at 10+605.0 and the bearing of the common tangent is S 37.9 E. Compute for the total cost of the curve from PC to PT in pesos. The following are the cost index and specification: Type of Pavement = Item 311 (Portland Cement Concrete Pavement) Number of Lanes = 3 Lanes Width of Pavement = 4.1 m per lane Thickness of Pavement = 18.0 cm Unit Cost = Php 1,601.30 per cubic meters
Two tangents converge at an angle 32.0 degrees, which were connected by a reverse curve having common radius. The direction of the second tangent is due to East which is having a shortest distance to the first vertex of 132.29 meters. Station PC is at 10+605.0 and the bearing of the common tangent is S 37.9 E. Compute for the total cost of the curve from PC to PT in pesos. The following are the cost index and specification: Type of Pavement = Item 311 (Portland Cement Concrete Pavement) Number of Lanes = 3 Lanes Width of Pavement = 4.1 m per lane Thickness of Pavement = 18.0 cm Unit Cost = Php 1,601.30 per cubic meters
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two tangents converge at an angle 32.0 degrees, which were connected by a reverse curve having common radius. The direction of the second tangent is due to East which is having a shortest distance to the first vertex of 132.29 meters. Station PC is at 10+605.0 and the bearing of the common tangent is S 37.9 E. Compute for the total cost of the curve from PC to PT in pesos.
The following are the cost index and specification:
Type of Pavement = Item 311 (Portland Cement Concrete Pavement)
Number of Lanes = 3 Lanes
Width of Pavement = 4.1 m per lane
Thickness of Pavement = 18.0 cm
Unit Cost = Php 1,601.30 per cubic meters
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