Length of economic haul = 450 m Stationing of limits of economic haul = 2+498.03 Stationing of limits of free haul 2+713.12 and 2- Free haul distance is 50 m. %3D Assume the ground surface to be uniformly slopi Station

Structural Analysis
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Chapter2: Loads On Structures
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The earthworks data of a proposed highway shown on the tabulated data.
Length of economic haul = 450 m
Stationing of limits of economic haul = 2+498.03 and 2+948.03
Stationing of limits of free haul 2+713.12 and 2+763.12
Free haul distance is 50 m.
Assume the ground surface to be uniformly sloping.
Area
Station
Cut
Fill
2+440
50 m2
2+740
0.
Balancing Point
70 m2
3+040
a) Compute the overhaul volume.
b) Compute the volume of waste.
c) Compute the volume of borrow.
Transcribed Image Text:The earthworks data of a proposed highway shown on the tabulated data. Length of economic haul = 450 m Stationing of limits of economic haul = 2+498.03 and 2+948.03 Stationing of limits of free haul 2+713.12 and 2+763.12 Free haul distance is 50 m. Assume the ground surface to be uniformly sloping. Area Station Cut Fill 2+440 50 m2 2+740 0. Balancing Point 70 m2 3+040 a) Compute the overhaul volume. b) Compute the volume of waste. c) Compute the volume of borrow.
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