Given in the accompanying tabulation re the observed data for a closed traverse. Refer to fig. below. Determine the bearing STA. OCC STA. OBS DISTANCE AZIMUTH FROM SOUTH JA E 90 28' 210.10 170 30' B A 350 30 C 155.34 |123°05' 303 05 D 206.85 56°13' C 236 13 ID 174.50 357 58' 177 58 330.00 270 28 206.85 Determine the following: 1. Bearing of line CD 2. Azimuth from north of line CD 3. Angle to the right of station C B.
Given in the accompanying tabulation re the observed data for a closed traverse. Refer to fig. below. Determine the bearing STA. OCC STA. OBS DISTANCE AZIMUTH FROM SOUTH JA E 90 28' 210.10 170 30' B A 350 30 C 155.34 |123°05' 303 05 D 206.85 56°13' C 236 13 ID 174.50 357 58' 177 58 330.00 270 28 206.85 Determine the following: 1. Bearing of line CD 2. Azimuth from north of line CD 3. Angle to the right of station C B.
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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