The glven data of a proposed road Is tabulated below. The free haul distance Is 50m and thecost of borow Is 420 Php per m the cost of excavation Is 350 Php per m, and the cost ofhaul Is 21 Php per meter-station. The ground surface Is assumed to be uniformly sloping.StationArea In m2Area in m2cutfill2+440502+7403+04070What is the limit of economic haul? [ Select]What is the free haul volume? [ Select]What is the overhaul volume?(Select]m²What is the waste volume? [Select]m3What is the borrow volume? Select]mWhat is the length of the over haul? ( Select ]in mWhat is the overhaul? Select]in meter-station

The volume of the overhauled material is measured by multiplying the overhaul distance by the cubic…

Answered: The given data of a proposed road is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The given data of a proposed road is tabulated below. The free haul distance is 50m and the cost of borrow is 420 Php per m3, the cost of excavation is 350 Php per m3, and the cost of haul is 21 Php per meter-station. The ground surface is assumed to be uniformly sloping. Area in Area in Station m2 m2 cut fill 2+440 50 2+740 3+040 70 What is the limit of economic haul? [ Select ] What is the free haul volume? [ Select ] What is the overhaul volume? [ Select ] m3 What is the waste volume? [ Select ] m3 What is the borrow volume? [ Select ] m3
2. Determine the total cost of earthworks and draw the mass haul diagram of a highway section having the cumulative volume shown in the table below: Station No. ㅇ 5 9 13 15 Cumulative |Volume Given that cost of overhaul = Php 750.00/m²station, cost of borrow = Php 2500.00/m², cost of freehaul = Php 1250.00/m’, and the free haul distance = 9 stations. ㅇ 250 350 220 0 %3D %3D %3D %3D
The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The free haul distance is 50 m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. and the cost of haul is P21 per meter station. The ground surface is assume to be uniformly sloping. Area Station Cut Fill 10+160 41.13 m? Balancing Point 47.85 m2 10+401.97 10+610 a) Compute the limit of economic haul. b) Compute the free haul volume. c) Compute the overhaul volume.
6. The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The free haul distance is 50 m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. and the cost of haul is P21 per meter station. The ground surface is assume to be uniformly sloping. Area Station Cut Fill 41.13 m? 10+160 10+401.97 10+610 a) Compute the limit of economic haul. b) Compute the free haul volume. c) Compute the overhaul volume. Balancing Point 47.85 m?
Consider the following data for a proposed highway project: At station 10+500, the cross-sectional area is 20.98 m² in fill and the finished roadway slopes upward producing a cross-sectional area of 26.80 m² in cut at station 10+950. The stationing of the balancing point is 10+750. Free-haul distance is 50 m, cost of haul is PO.25 per meter-station, and cost of borrow is P4.375 per cu. m. a. Compute the limit of economical haul. Round off your answer to whole number. b. Compute the stationing of the limits of free-haul distance. Round off your answer to two decimal places. c. Compute the free-haul volume. Round off your answer to two decimal places. d. Compute the length of overhaul. Round off your answer to two decimal places.
Problem 1. The given data of a proposed Manila-Cavite Coastal Road is tabulated below. The free haul distance is 50m and the cost of borrow is P420 per cu. m., cost pf excavation is P350 per cu. m. and the cost of haul is P21 per meter station The ground surface is assume to be uniformly sloping. Area Station Fill Cut 10+160 41.13 m? Balancing Point 47.85 m 10+401.97 10+610 a) Compute the limit of economic haul. b) Compute the free haul volume. c) Compute the overhaul volume.
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.
Det using development length use NSCP 2015 with complete solutions
Calculate the quantity of earth work for the road with the following: stations 0 Depth of cut (m) 1 Height of filling(m) 100 200 300 400 3 0.5 The width of road-10 m, side slope 1:1 to cut and fill. 1 2
Determine the volume of excavation works required, assuming that Erika does not allow aquantity allowance for the Contractor's workspace.
Net Cumulative Yardage 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 None of these. 11.7 6.0 O 8.0 5.0 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.25/cu. yd. Borrow Cost: $4.50/cu. yd. Overhaul Cost: $0.75/sta*cu. yd. Free Haul Limit: 600 ft. Compute the limit of economic haul: O 12.0 -3,000 1,500 5 2,100 6.0 8.0 10 3,500 + 7.1 2,100 1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25
Given the following set of slope staking notes: Sta oooo 23+00 22+00 21+00 20+50 34.7 O 46.3 38.6 O 48.2 L 23.1 FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] C 9.0 43.0 C 4.3 33.6 C 2.1 29.2 Bases Base for cut = 50 ft Base for fill = 30 ft s = 2:1

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