Situation VI: The profile of the ground surface along which the center line of the roadway is slopit uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m2 fill and the finished roadway slopes upward producing a cross-sectional area of 26 m2 in cut at station 5+550. The stationing of the balancing point is at 5+300. Free Haul Distance = 50 m. Cost of Haul = PO.20 per meter station Cost of Borrow = P4 per cubic meter 13. Compute the limit of economical haul. 14. Compute the stationing of the limits of freehaul distance. 15. Compute the freehaul volume.
Situation VI: The profile of the ground surface along which the center line of the roadway is slopit uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m2 fill and the finished roadway slopes upward producing a cross-sectional area of 26 m2 in cut at station 5+550. The stationing of the balancing point is at 5+300. Free Haul Distance = 50 m. Cost of Haul = PO.20 per meter station Cost of Borrow = P4 per cubic meter 13. Compute the limit of economical haul. 14. Compute the stationing of the limits of freehaul distance. 15. Compute the freehaul volume.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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