The computational heart of the exam: traverse computation and adjustment, area, curves both horizontal and vertical, earthwork, and construction staking.
What this subject area expects
Compute latitudes, departures, closure and precision, and adjust by the compass rule
Solve simple horizontal curves and parabolic vertical curves and stake them
Compute areas by coordinates, by DMD, and with curved boundaries
Calculate earthwork volumes by average end area and by the prismoidal formula
Topics covered here
Latitudes and departures · Angular closure · Azimuths and bearings · Misclosure and precision · Compass rule adjustment · Transit rule adjustment · Area by coordinates · Area by DMD · Curved boundary areas · Parcel partitioning · Horizontal curve elements · Degree of curve · Curve stationing and layout · Vertical curves · Earthwork volumes · Slope staking · Inverse and forward COGO · Intersections
Question 1 of 65Plane surveying · Recall
A traverse course runs on an azimuth of 128°30′00″ (clockwise from north) for a horizontal distance of 486.20 ft.
What are the latitude and the departure of the course?