Question

S. What is the error due to curvature and refraction for a distance of 7.2 miles ? (2pt). 6. Which accuracy equation should be used for a first order class II maximum closure loop survey? (1pt). 7. A surveyor measured data and recorded them on a sheet of paper since the project was not due until 2 days later. The next day, he transferred the data to his field book before the office review. The accuracy was within the limits and there were no errors in the elevations. Was this procedure acceptable? (1pt) The stationing along a centerline of a roadway is from 0+00 to 5+00. The reading on an EDM used to measure the distance from station 0+00 to 5+00 is 501.07. A hole is located at station 3+15 along the same centerline. The EDM reading was 315.00. A final reading of 186.15 was recorded using the EDM from the hole to station 5+00. What is the prism constant? (2pt). 8. Current deed shows a distant between two property boundaries to be 122.23 ft. What would be the same dimensions on the early 18th century plans? (2pt) 9.

Answer 1

圬 DATE:O a mile 11.58子3768 km 9 0639