Spring $2015$

CE $2103-$ Eng. Measurements

Using the data from the table below:

a$.$ Find the Error of Closure and Precision Ratio. $($ pts$)$

b$.$ Draw A and A$\text{'}$ in the circular Callout

c$.$ Balance the latitudes and departure by using the compass rule. $($ pts$.)$

d$.$ Determine the coordinates of the stations $B,C$&$D$ if the coordinates of station A are: $1000\mathrm{.}00N,1000\mathrm{.}00E($ pts$)$

$E=$

Precision Ratio $=$

$\backslash$table$[[$Sta$.,\backslash$table$[[$Adj$.],[$Angle$]],$Course,Distance,Azimuth,Lat. $(y),$Dep. $(x),\backslash$table$[[$Correction$],[$for Lat.$]],\backslash$table$[[$Correction$],[$for Dep.$]],\backslash$table$[[$Balanced$],[$Lat$.(y)]],\backslash$table$[[$Balanced$],[$Dep$.(4x$