Line Fore Bearing Back Bearing AB 80 30 260"30 BC 351"15" 173 00 CD 32 15 208'00 DE 106'15 287 45 EF 99 00 280 00 FA 209 30 29'30

Q: Zbe a+ Zab-180 > iso Zbc N Zbe =atZab,t 180 265° <180 B Zcd N 40.20 234° 95° 30.10 C 28 126° A 79°…

A: Finding out bearing and azimuth.

Q: signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6:…

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Q: Figure 1 shows the points on a linked traverse whose traverse details have been calcul the figure.…

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Q: .  Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

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Q: Horizontal Curve Given: Radius (R) = 1654.35' %3D Degree of Curve (Da°) = 93°-27'-48" PC Station =…

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Q: Determine the unknown bearings for the traverse courses shown in Figure D. L / 83°10' 28° 11'…

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Q: The following are the adjusted bearings and measured distances for a traverse that starts on point A…

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Q: Calculate: The bearing and final length of point AB  The slope of the gradeline joining the two…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.