1. Below is a transit and tape survey notes of a lot, compute the following: a. Balance the latitudes and departures using transit rule. b. Linear error of closure of the traverse, its distance, bearing and relative precision. c. Area of the lot by DMD method in hectares. d. Plot the traverse. Bearin Deflection angle 1-2 N 10° E 55° 31 R 650 m 99° 31 R 895 m 44° 01 R 92° 01 R 68° 56 R STA Line Dist 1 2 2-3 3 3-4 315 m 4 4-5 875 m 5-1 410 m 5.
1. Below is a transit and tape survey notes of a lot, compute the following: a. Balance the latitudes and departures using transit rule. b. Linear error of closure of the traverse, its distance, bearing and relative precision. c. Area of the lot by DMD method in hectares. d. Plot the traverse. Bearin Deflection angle 1-2 N 10° E 55° 31 R 650 m 99° 31 R 895 m 44° 01 R 92° 01 R 68° 56 R STA Line Dist 1 2 2-3 3 3-4 315 m 4 4-5 875 m 5-1 410 m 5.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 5P
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