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Posted: **Mon May 16, 2022 8:52 am**

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 1 (40.57 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 2 (20.67 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 3 (19.37 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 4 (26.2 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 5 (14.93 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 6 (18.71 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 7 (40.61 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 8 (40.61 KiB) Viewed 56 times

: Question 12 8 Pts Compute The Latitudes And Departures For The Traverse In The Previous Problem If The Lengths Of Sides 9 (31.38 KiB) Viewed 56 times

Question 12 8 pts COMPUTE THE LATITUDES AND DEPARTURES FOR THE TRAVERSE IN THE PREVIOUS PROBLEM IF THE LENGTHS OF SIDES IN METERS ARE AS FOLLOWS: AB= 383.808M BC=360.209M CD=342.204M DE = 336.210M EA = 267.527M WHAT IS THE DEPARTURE AND LATITUDE FOR LINE BC O-300.123 M AND 199.190 M 199.190 M AND 300.123 M -321.950 M AND -115.981 M 300.123 MAND -199.190 M
Question 13 6 pts WHAT IS THE PRECISION OF THE TRAVERSE? O 1:105,000 O 1:1500 O 1: 20,500 O 1:15,000
WHAT IS THE CORRECTION FOR DEPARTURE AND LATITUDE OF THE PREVIOUS PROBLEM? 0.035 M and 0.025 M O 0.16 M and 0.003 M O 0.08 M and 0.15 M -0.016 Mand -0.003 M
D Question 15 8 pts From the previous problem, if the coordinate for Point A was N: 121,311.411 M and E: 310,630.892 M, what is the coordinate for point C? ON: 121,625.193 M and 310,851.89 M N: 121,708.396 M and 310,229.785 M O N:121,824.38 ME: 310,551.751 M 121,559.72 M and 310,531.317 M
What is the corrected length of Line EA? 295.178 M 269 M 350.123 M O 267.523 M
What is the value of angle D? O 46 degrees 03' 19" 46 degrees 03' 31" 46 degrees 03' 42" 0.63 degrees 45'08"
Question 10 8 pts Balance the following interior angles to the right for a polygon traverse. Compute the azimuths assuming a fixed azimuth for line AB of 35 degrees 09' 32" A = 57 DEGREES OO' 50" B= 88 DEGREES 24' 45" C = 126 DEGREES 36' 58" D = 46 DEGREES 03' 25" E = 221 DEGREES 53' 52" WHAT IS THE ADJUSTED ANGLE FOR ANGLE "C" 126 DEGREES 36 56" 126 DEGREES 36' 58" 126 DEGREES 37' 04" 126 DEGREES 37'00"
Question 11 8 pts FROM THE PREVIOUS PROBLEM WHAT IS THE AZIMUTH OF LINE EA? 338 DEGREES 08' 40" O 116 DEGREES 14' 46" 158 DEGREES 08' 40" O 518 DEGREES 08' 40"