Q1: In construction of a highway section, the earthwork information is available as shown in the table below. The free-haul distance is 500m and the swelling factor is 20%. Draw the mass haul diagram between station 3 + 00 and station 9 + 00 and determine the extra compensation that must be paid to the contractor when the overhaul price is $200/m3 station. Station Cut Fill 3+00 50 250 4+00 150 550 6+00 150 200 7+ 00 910 50 9 + 00

Q1: In construction of a highway section, the earthwork information is available as shown in the table below. The free-haul distance is 500m and the swelling factor is 20%. Draw the mass haul diagram between station 3 + 00 and station 9 + 00 and determine the extra compensation that must be paid to the contractor when the overhaul price is $200/m3 station. Station Cut Fill 3+00 50 250 4+00 150 550 6+00 150 200 7+ 00 910 50 9 + 00

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter16: Budget Estimating

Section: Chapter Questions

Problem 6RQ

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In construction of a highway section, the earthwork information is available as shown in the table below. The free-haul distance is 500m and the swelling factor is 20%. Draw the mass haul diagram between station 3 + 00 and station 9 + 00 and determine the extra compensation that must be paid to the contractor when the overhaul price is $200/m3 station.
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 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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If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net volume of material taken from the section between station 2+60 and 3+00? 32
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
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Given: Desgn a single lane nterchange ramp to connect two highways that intersect at nght andes. One of the highways is a new hghwag that will be constructed ouer on ensting hignway, The new highewag will run eant - west and ecetng highway wil vun north - sorth. "Both hghways axt level graded. * The cast -west highway will consist of a bndge with girder thckness of 6et · AASHTO desirable cleavance height is to le conudertd • Hovizontal curve starts at station 44+60 Super elevation • Design speed should be 40 mi Inr of 121. should loe used Required: a) Determine length of the interchange romp b) Minimun Ms for honzantal curue sight distamce ) length of vertical curves d) find stations pVC, PUT, PC, and PT. Eant-west PC PT