The following data was collected in a road project: Free haul distance = 50 meters Cost of borrow = 5 pesos per cu.m Cost of haul = 0.25 pesos per meter station Stationing of one limit of free haul = 2+763.12 Stationing of one limit of economic haul = 2+948.03 Assume the ground surface has a uniform slope from cut to fill. compute for: the length of economic haul. the overhaul volume. the volume of borrow. the volume of waste.
The following data was collected in a road project: Free haul distance = 50 meters Cost of borrow = 5 pesos per cu.m Cost of haul = 0.25 pesos per meter station Stationing of one limit of free haul = 2+763.12 Stationing of one limit of economic haul = 2+948.03 Assume the ground surface has a uniform slope from cut to fill. compute for: the length of economic haul. the overhaul volume. the volume of borrow. the volume of waste.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The following data was collected in a road project:
Free haul distance = 50 meters
Cost of borrow = 5 pesos per cu.m
Cost of haul = 0.25 pesos per meter station
Stationing of one limit of free haul = 2+763.12
Stationing of one limit of economic haul = 2+948.03
Assume the ground surface has a uniform slope from cut to fill.
compute for:
the length of economic haul.
the overhaul volume.
the volume of borrow.
the volume of waste.
Transcribed Image Text:STATION
AREA
CUT
FILL
2+440
51
2+740
BALANCING POINT
3+040
69
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