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10 Profile leveling A. May include intermediate foresights B. Is largely no long

ID: 1844315 • Letter: 1

Question

10 Profile leveling A. May include intermediate foresights B. Is largely no longer done due to electronic data sources C. May only be performed with electronic digital levels D. Need not use bar coded rod due to optical character recognition of digital level E. both C and D above 11. On a construction site, a survey crew will typically be involved with: A. As built surveys B. Stakeout C. Quality/quantity checks D. Topographic surveys E. All of the above 12. A curve has a R = 600.00 ft, I = 25 degree 00? 00??, T = 133.02 ft, LC = 259.73 ft . , and A = 261.80 ft. The PC is at Station 12 + 80.25. The equation station at the PT is: 13. A compound has an angle at the PI of 45 degree 00? 00?? . The first (long) curve has ab I = 35 degree 00? 00??, and R = 800.00 ft. The second (short) curve has a radius of 600.00 ft. The central angle (I) of the second curve is: 14. A reverse curve has I1 = I2 = 35 degree 00? 00?? and R1 = R2 = 800.00 ft. The distance between PI1 and

Explanation / Answer

I think that 10C 11B 12E 13D 14E