Given the following Mass-Haul Diagram:Mass Diagram500040003,50030002,1006.02,1007.020008.01,5001,5008.01000-1,1007.16.07505.0-1000-2000-3000-3,000-4000-500010152025StationsLimit of free haul = 600 ftPrice of excavation = $3.50Price of borrow = $3.75Overhaul = $1.50What is the limit of economic haul, in stations?Net Cumulative Yardage

The given values are as folows,The limit of free haul…

Given the following Mass-Haul Diagram: Mass Diagram 5000 4000 3,500 3000 2,100 6.0 2,100 7.0 2000 8.0 1,500 1,500 8.0 1000 -1,100 7.1 6.0 750 5.0 0. -1000 -2000 -3000 -3,000 -4000 -5000 5 10 15 20 25 Stations Limit of free haul = 600 ft Price of excavation = $3.50 Price of borrow = $3.75 Overhaul = $1.50 What is the limit of economic haul, in stations? Net Cumulative Yardage

Given the following Mass-Haul Diagram: Mass Diagram 5000 4000 3,500 3000 2,100 6.0 2,100 7.0 2000 8.0 1,500 1,500 8.0 1000 -1,100 7.1 6.0 750 5.0 0. -1000 -2000 -3000 -3,000 -4000 -5000 5 10 15 20 25 Stations Limit of free haul = 600 ft Price of excavation = $3.50 Price of borrow = $3.75 Overhaul = $1.50 What is the limit of economic haul, in stations? Net Cumulative Yardage

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: STATION 5 +000 5 + 100 5 + 200 5 + 300 5 + 400 5 + 500 5 + 600 5 + 700 5 + 800 5 + 900 6 +000 6 +…

Q: If a trenching machine with an average digging speed of 3.6 ft/min is used to make a 1500 feet-long…

A: Given: Digging speed= 3.6 ft/min Trench length= 1500 ft Efficiency = 45 min per hour =0.75 To find :…

Q: A hydraulic shovel will be used to excavate sandy clay and load it into a 12 BCY dump truck. The…

A: Shovel production at 100% efficiency = 300BCY/hr , Job Efficiency = 0.80 , Truck travel time = 8 min…

Q: A machine has an initial cost of P 50,000 and a salvage value of P 10,000 after 10 years. Find the…

Q: The following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Given Data: The free haul area begins at station 4+30 and continues to 14+30. To Determine: The…

Q: The following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Given Data:The free haul area begins at station 4+30 and continues to 14+30.To Determine:The total…

Q: A4) Answer the following situations given; a) in a certain portion of a road construction, the…

A: Given: A stretch of a road construction, the following data were taken; Cost of haul = P30 per cu. m…

Q: The following data are cross-section notes of the ground which will be excavated for a roadway…

Q: The grading works of a proposed road shows the following data. Free haul distance = 50m Cost of…

A: Given data, L.E.H = 450 m Free haul distance = 50 m 1 station = 20 m Cost of haul = 0.25 per meter…

Q: Determine the present worth of a geometric gradient series of Contract B at an interest rate of 8%…

Q: Given the following information, determine the cost of excavation, the number of loads required to…

A: Given:- Material to be excavated=5225 m3Equipment cost=$280/hourOperator cost=$55/hourEquipment…

Q: The mass ordinates at the initial point ( sta 0+000) of a mass diagram is 50 cu m ,and at the last…

A: Solution

Q: If you are doing BIM...you should be utilizing all BIM Uses O True O False

A: BIM is utilized for making and overseeing information during the planning, construction, and tasks…

Q: If the free haul area is between 4+30 and 14+30, what is the average haul distance (ft) for the net…

A: Free Haul Area between Volume section toTo find:Average Haul Distance (ft)NOTE:Since you have posted…

Q: 2. Determine the total cost of earthworks and draw the mass haul diagram of a highway section having…

Q: of equipment such as excavators or haul units must be modified by an appropriate factor based on the…

A: Let us analyse the question in step 2.

Q: Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30…

A: Data given Base width, cut = 30 ft Base width, fill = 20 ft Find: Ve, Cp, Vp

Concept explainers

Evaluation of Transportation Projects

Civil engineers undertake a variety of projects related to construction. Building construction projects, structural projects, highway, road construction projects, transportation projects, etc. Transportation projects are related to public constructions that focus to build new connectivity in public transportation. To improve and maintain existing transport facilities also falls under the domain of transportation projects. Some of its objectives include planning, evaluation, designing, development, finance, construction, reconstruction, demolition, rehabilitation, improvement, acquisition, operation, and maintenance. As per the law, all transport projects are authorized to the construction firm that permits them to change the land area meant for public use.

Question

Given the following Mass-Haul Diagram:
Mass Diagram
5000
4000
3,500
3000
2,100
6.0
2,100
7.0
2000
8.0
1,500
1,500
8.0
1000
-1,100
7.1
6.0
750
5.0
-1000
-2000
-3000
-3,000
-4000
-5000
10
15
20
25
Stations
Limit of free haul = 600 ft
Price of excavation = $3.50
Price of borrow = $3.75
Overhaul = $1.50
What is the limit of economic haul, in stations?
Net Cumulative Yardage

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

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).
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
Show all steps with details Note: handwritten solution are strictly prohibited.
The labour unit cost of excavation by hand referring to the crew calculations is: O $134.27/m3 O $142.82/m3 O $106.97/m3 O None of the above QUESTION 6 The labour unit cost of excavation by hand referring to the man-hour calculations is: $134.67/m3 O $156.25/m3 $106.76/m3 O None of the above QUESTION 7 The man hour productivity rate for hand trimming is: O 0.52 mh/m2 O 1.13 mh/m2 1.19 mh/m2 None of the above
(CONSTRUCTION MANAGEMENT).
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.
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.
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