STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610
STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![STATION
AREA
CUT
FILL
10 + 160
41.13m2
(Balancing Point)
47.85 m2
10 + 401.97
10 + 610](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2cc5cf5d-b85d-4f40-a93a-b1eaa5ef9d2c%2F6c5a3e86-121b-479f-9e5d-d468c49b300f%2Fc5t8zww_processed.png&w=3840&q=75)
Transcribed Image Text:STATION
AREA
CUT
FILL
10 + 160
41.13m2
(Balancing Point)
47.85 m2
10 + 401.97
10 + 610
![The earthworks data of a proposed highway is tabulated below. The free haul distance is 50m
and the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost of
haul is P21 per meter station. The ground surface is assumed to be uniformly sloping.
(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2cc5cf5d-b85d-4f40-a93a-b1eaa5ef9d2c%2F6c5a3e86-121b-479f-9e5d-d468c49b300f%2Fn4mapmq_processed.png&w=3840&q=75)
Transcribed Image Text:The earthworks data of a proposed highway is tabulated below. The free haul distance is 50m
and the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost of
haul is P21 per meter station. The ground surface is assumed to be uniformly sloping.
(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)
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