For a horizontal curve, the back tangent azimuth is 271 10 37" and the forward tangen azimuth is 51 15'15" and R is...

Question

Question

Answer 1

Answer #1

Te lntlersechin anale So der.eu c cusve = 400+26.626 410+71.8吇 dastante

Answer 2

Similar Homework Help Questions

HomewUI A circular-horizontal curve to the right has the following characteristics: Δ or l = 8"24...

HomewUI A circular-horizontal curve to the right has the following characteristics: Δ or l = 8"24°00" PI @ Sta. 64+27.46 Dare = 20000" Coordinates of the PI are 1234.56N & 2468.10E R 2864.79 ft The Azimuth of the back tangent is 76 26'30" T = 210.38 ft. (Azimuth from PC to PI) L =420 ft. Draw a sketch and calculate the following: a) The station of the POC b) The coordinates of the PC c) The station of the PT...
For a horizontal circular curve, the back tangent is S11 41'17"E tangent is N79°11'11"E. The curve's radius is exa s...

For a horizontal circular curve, the back tangent is S11 41'17"E tangent is N79°11'11"E. The curve's radius is exa sketch of the curve. Compute the curve parts delta, L, LC, E, M and T. What's the area of the figure bounded by the two tangents and the long chord? and the forward ctly 5000.00 feet. Draw a scaled
Show all work please. ECC 310 In Class Assignment Curves/Coordinates 10/31/2018 Problem: A horizontal highway curve...

Show all work please. ECC 310 In Class Assignment Curves/Coordinates 10/31/2018 Problem: A horizontal highway curve has a radius of 567.23 feet, delta angle of 43-24-54, bearing from C to PC of N 22-17-45 W and coordinates at C N 5000.00 E 5000.00 and station of PI- 10+00.00. Draw a sketch of the curve and determine the stationing and coordinates of the PC, PT, Pl and dimensions of all curve components.

ON2ohtal curves .The deflecti n angle used when sighting back on the curve during a move up was w...

Please complete the chart and explain how to solve number 16. Thank you. oN2ohtal curves .The deflecti n angle used when sighting back on the curve during a move up was wrong, causing the curve to get wasn't enough, and the construction equipment removed the stakes. Using the wrong backsight when laying out a curve by QUESTIONS AND PROBLEMS Calculate the missing curve parts in the following Table. Curve# 1 of Curve E M.O. LC 1 18°54' 357.25 2 2930...
Example 10-5 Consider the simple horizontal curve given in Example 10-1, with a tangent distance T=...

Example 10-5 Consider the simple horizontal curve given in Example 10-1, with a tangent distance T= 229.27 ft and an arc length L 391.53 ft. If the station of the PI is established as 7 +47.64, find the stations of the PC and the PT
6:47 1 4 Search <Back Hw#3-2019.doc 15- 10. A horizontal curve is designed for a two-lane...

6:47 1 4 Search <Back Hw#3-2019.doc 15- 10. A horizontal curve is designed for a two-lane road in mountainous terrain. The following data are known. Intersection angle: 40 degrees Tangent length: 436.76 feet Station of Pl: 2700+10.65 fs- 0.12 e- 0.08 Determine the following. (a) Design speed (b) Station of the PC (c) Station of the PT (d) Deflection angle and chord length to the first even 100 ft station. 15-11. A proposed highway has two tangents of bearings N...