The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, ft, ft,
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. Course AB BC Azimuth 111° 18'00" Length, feet 385.94 CD 25°03'12" 312° 43'05" 1016.88 403.50 DA 205°05'04" 1164.49 Compute the unadjusted departures. Express your answers in feet to six significant figures and separated by commas. AB, BC, CD, DA= Submit ▾ Part B ΨΕΙ ΑΣΦ Request Answer ↓1 vec Compute the unadjusted latitudes. Express your answers in feet to six significant figures and separated by commas. 15] ΑΣΦ | 41 vec ? f ? ft, ft, ft,
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 7P
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