Carry all linear computations to three decimal places to minimize rounding errors.

Problem (1) Given the following traverse data

Line Bearing Length, ft
1-2 S 37°45'25" E 296.38
2-3 S 75°05'36" W 196.34
3-4 N 65°00'48" W 221.36
4-5 N 60°26'39"E 208.69
5-1 N 17°12'06" E 92.27

 

Sketch the traverse

Compute

Latitudes and departures

Linear Closure and Precision

Solution

Problem (2) Given the following traverse data

Line Azimuth Length, ft
J-K 300°25'16" 359.74
K-L 236°54'29" 193.55
L-M 169°42'46" 248.35
M-N 59°32'08" 256.30
N-J 79°36'18" 210.85

 

Sketch the traverse

Compute

Latitudes and departures

Linear Closure and Precision

Solution

 

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