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.

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.

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter14: Highway Surveys And Location

Section: Chapter Questions

Problem 15P

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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
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.
Question 6 The 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. Station Area in m Area in m cut fill 2+440 50 2+740 3-040 70 What is the limit of economic haul? I Sclect What is the free haul volume? (Sciect) Vー What is the overhaul volume? [Sckkca) What is the waste volume? Sciect What is the borrow volume? 1 Sciect) What is the length of the over haul? (Sclect) What is the overhaul? ISclect 1 in meter-station
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
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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).
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.
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Q2. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft. -20. O 6.1 5.4 5.8 20, 0 4.7 H3. 3- 4.8 5. 1 4. 6 3.9 -26. 7– 4.6 5.0 4. 4 5.5 5. 1 4. 9 4. 2 3. 7 3. 9 4. 4 3. 7 20.0