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
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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
IA
90 28'
B.
210.10
170 30
A
350 30'
* , , y li;
li
IC
155.34
123 05'
IC
303°05'
ID
206.85
56°13'
IC
236°13'
ID
174.50
357 58'
177 58'
E
A
330.00
270 28"
185.14m.
1.
Determine the following:
1. Bearing of line CD
2. Azimuth from north of line CD
Angle to the right of station C
10.10m
B.
Transcribed Image Text: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 IA 90 28' B. 210.10 170 30 A 350 30' * , , y li; li IC 155.34 123 05' IC 303°05' ID 206.85 56°13' IC 236°13' ID 174.50 357 58' 177 58' E A 330.00 270 28" 185.14m. 1. Determine the following: 1. Bearing of line CD 2. Azimuth from north of line CD Angle to the right of station C 10.10m B.
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