The profile of the ground surface along which the center line of the roadway is sloping uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m2 in fill and the finished roadway slopes upward producing a cross-sectional area of 26.8 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 = P0.20 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. (Round off your answers to three decimal places)
The profile of the ground surface along which the center line of the roadway is sloping uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m2 in fill and the finished roadway slopes upward producing a cross-sectional area of 26.8 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 = P0.20 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. (Round off your answers to three decimal places)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The profile of the ground surface along which the center line of the roadway is sloping
uniformly at a certain grade. At station 5+100 the cross-sectional area is 20.98 m² in
fill and the finished roadway slopes upward producing a cross-sectional area of 26.8
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 = P0.20 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.
(Round off your answers to three decimal places)
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