Question 6The given data of a proposed road is tabulated below. The free haul distance is 50Om and the cost of borrow is 120 Php per m, the cost of excavation is 350 Php per m, and the cost of haul is 21 Php per meter-station. The ground surface is assumed to be uniformly sloping.StationArea in mArea in mcutfill2+440502+7403-04070What is the limit of economic haul? I SclectWhat is the free haul volume? (Sciect)VーWhat is the overhaul volume? [Sckkca)What is the waste volume? SciectWhat is the borrow volume? 1 Sciect)What is the length of the over haul? (Sclect)What is the overhaul? ISclect 1in meter-station

Given Free haul distance=50 m Cost of borrow= 420 Php /m3 Cost of haul= 21 Php/m station Cost of…

Answered: Question 6 The given data of a proposed…

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 glven data of a proposed road Is tabulated below. The free haul distance Is 50m and the cost of borow Is 420 Php per m the cost of excavation Is 350 Php per m, and the cost of haul Is 21 Php per meter-station. The ground surface Is assumed to be uniformly sloping. Station Area In m2 Area in 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] m² What is the waste volume? [Select] m3 What is the borrow volume? Select] m What is the length of the over haul? ( Select ] in m What is the overhaul? Select] in meter-station
Net Cumulative Yardage ● 5000 4000 3000 2000 C 1000 -1000 -2000 -3000 -4000 -5000 O 8.0 Compute the limit of economic haul: O None of these. 9.2 5.0 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $3.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. 6.0 -3,000 9.4 1,500 10 5 2,100 Mass Diagram 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 data of a proposed highway END AREA (sq. m) Free Haul Distance, FHD = 50 m STATION CUT FILL Cost of Borrow = PHP6.00 per cu. m. 2+ 440 70 2+ 740 Cost of Excavation = PHP5.50 per cu. m. 3+ 040 50 Hauling Cost = PHPO.30 per meter station Determine the following: 1. Overhaul Volume 2. Length of Overhaul 3. Cost of Haul 4. Cost of Waste 5. Cost of Borrow
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
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 free-haul distance in a highway construction contract is 150m and theoverhaul price is $15/m3 .station. determine the extra compensation that must be paid to the contractor to balance the cut and fill between balance points (A) and (B) and (B) and (C).
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.
Net Cumulative Yardage ● 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 0 O $34,000.00 Compute the total excavation cost: $10,000.00 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $4.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. $32,000.00 5.0 None of these. -3,000 O $26,000.00 1,500 5 2,100 Mass Diagram 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
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?
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