For the following mass haul diagram loop shown below, calculate the cost of earthwork, including excavation and hauling given that the cost of excavation is $2.0/m³ and the cost of overhaul is $0.150/m³.station. (Hint: Numbers shown on the loop are accumulative volumes (m³)) 1760 2150 2280 FHD = 200 m LEHD=350 m

For the following mass haul diagram loop shown below, calculate the cost of earthwork, including excavation and hauling given that the cost of excavation is $2.0/m³ and the cost of overhaul is $0.150/m³.station. (Hint: Numbers shown on the loop are accumulative volumes (m³)) 1760 2150 2280 FHD = 200 m LEHD=350 m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Pile Foundations

Section: Chapter Questions

Problem 12.31P: Redo Problem 12.30 assuming that the water table coincides with the top of the fill and that...

See similar textbooks

Similar questions

Determine the volume of the borrow.
The following net accumulations were calculated. The free haul area begins at station 4+30 and continues to 14+30. What is the total overhaul distance (ft)? Round to the nearest hundredths. from station to station net accumulation, yd³ 2+60 3+00 3.85 3+00 4+00 5.85 4+00 4+30 8.35 Response Feedback: [3.85×150+2×80+2.5×15]/8.35
I provided the answer already, I just don't know how to obtain the numbers.
Limit of economic haul is 450 m. not 50m. Thanks!
↑ NET CUMULATIVE YOS. 5,000 2,000 5 K-X1,000-31, 200 -(-)spoo MASS DIAGRAM 10 7.0 7.3 (-)2,500 1. What is the limit of economic haul in stations? 3. What is the overhaul cost in dollars? STATIONS 2. What is the total cost in dollars for excavation? 4. What is the total borrow cost in dollars? 5. What is the total waste in cubic yards? Limit of Free Haul Cost of Excavation Cost of Borrow Overhaul Price 15 ន 8.0 = 700 ft = $3.50 per cu.yd. = $3.00 per cu. yd. = $1.00 per sta yd. 25 -(-) 8000 (-11,000 (-)2,000 LENGTH IN STATIONS
In a certain portion of a road construction, the following data were taken; Cost of haul = P30 per cu. m per station Cost of borrow = P360 per cu. m. Using a free haul distance of 60m, A) Compute the length of the Economical Haul. B) Calculate the Cost of Excavation.
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
Determine: Use 3 Decimals a) Overhaul volume b) Volume of Borrow c) Volume of waste
A mass haul diagram shows a free-haul distance of 50 m, cost of excavation of Php 6.00/m³ and a price of overhaul of Php 0.10/m³-m. The limit of economic haul is most nearly: a. 110 m c. 140 m b. 125 m d. 150 m Show your solution.
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)
In a certain portion of a road construction, the following data were taken; Cost of haul = P30 per cu. m per station Cost of borrow = P360 per cu. m. Free haul distance = 60m Volume of burrow = 7700 cu. m. Volume of waste = 7000 cu. m. Unit cost of excavation = P300 per cu. m. A) Compute the length of the Economical Haul. B) Calculate the Cost of Excavation.
solve