The calculated reduced levels for a longitudinal section of the current smoothly curved land elevation along the route for a planned new road section is given in the table below. Use an appropriate area calculation rule covered in lectures to calculate the area below the road to the formation level of 1 m. Explain why you have chosen to use that rule in particular. Distance Reduced Level (m) 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1.231 1.543 2.523 3.234 3.533 4.509 5.342 5.509 5.586 4.354 4.342 3.595 3.985 3.501 1.211

Q: Describe about the Mathematical Development of the Bishop Equation for Slope Stability.

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Q: Problem 24.15 Assignment For a highway curve with Da = 5°00', I = 20°30', and Pl station = 63 +25.53…

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Q: Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a)…

A: In part (b) all the value (either cut or fill) has written on the basis of section drawn in part (a)

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Q: Consider a rectangular terrain of ? meters of length and 60−x meters of width. (a) What is the…

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Q: 1. A ROAD IS TO BE LAID OUT USING THE FOLLOWING FIGURE WHAT IS THE DEGREE OF CURVE WHAT IS THE…

A: The simple curve is on of the type of horizontal curve which is used to lay the bend and curve in…

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Q: If two points A and B 125-m apart, have a difference in elevation of 0.5 m, the slope correction to…

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Q: If the width of the road, b=12 m, calculate the slope of the side slopes of the sections.  If the…

A: 1.  side slope of the section -     b =12m. (half width=122=6)   123+00 right     Vertical…

Q: Question 4. Provide a sketch of a typical cross section of a rural highway described below: Two-lane…

A: Given Data: The width of the shoulder is Bs=4 ft. The width of the lanes is B=12 ft. The width of…

Q: Determine the enclosed area of Lot 5, shown in the figure below. Also, compute the length of the…

A: Coordinate:   Distance, ft Bearing AB 200 N 45 E AD 100 S 45 E DC 100 S 45 W CB 141.42

Construction Surveys

A construction survey is a survey done on a construction site to mark construction activities and for laying out positions for construction equipment. It includes evaluating and estimating construction activities before the beginning of the project.