The following table represents the field data for profile leveling along the center line of a road using the level and the leveling Rod; Level Setup Observed Station Rod Reading (m) Elevation (m) 1 BM1 1.542 45.750 TP1 1.784 TP1 0.658 F 1.235 3 1.748 0+00 1.845 0+25 1.376 0+50 1.635 0+75 1.457 1+00 1.538 BM2 1.434 45.230 1) Compute the adjusted elevation of point F and its standard error. 2) Compute the ground elevation of the road center line stations [0+00, 0+25, 0+50, 0+75, 1+00]. 3) If the proposed center line having gradient +3% and the grade elevation of station 0+50 = ground elevation of station [0+50]; compute the amount of cut or fill for all center line stations.
The following table represents the field data for profile leveling along the center line of a road using the level and the leveling Rod; Level Setup Observed Station Rod Reading (m) Elevation (m) 1 BM1 1.542 45.750 TP1 1.784 TP1 0.658 F 1.235 3 1.748 0+00 1.845 0+25 1.376 0+50 1.635 0+75 1.457 1+00 1.538 BM2 1.434 45.230 1) Compute the adjusted elevation of point F and its standard error. 2) Compute the ground elevation of the road center line stations [0+00, 0+25, 0+50, 0+75, 1+00]. 3) If the proposed center line having gradient +3% and the grade elevation of station 0+50 = ground elevation of station [0+50]; compute the amount of cut or fill for all center line stations.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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