The normal duration and normal cost of an activity are 18 days and Rs. 36,000 Respectively. The activity crash duration is 15 days and indirect cost is Rs. 800 per day. If cost slope is Rs. 1200 per day, then the crash cost of the activity will be

The normal duration and normal cost of an activity are 18 days and Rs. 36,000 Respectively. The activity crash duration is 15 days and indirect cost is Rs. 800 per day. If cost slope is Rs. 1200 per day, then the crash cost of the activity will be

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter13: Evaluating Transportation Alternatives

Section: Chapter Questions

Problem 10P

See similar textbooks

Related questions

Q: The following data were collected for two verticals in a stream at a gauging station. Compute the…

A: Stream gauging is a method for measuring a stream's discharge, or the amount of water passing…

Q: A weir on a permeable foundation with downstream sheet pile is shown in the figure below. The Exit…

A: Given data- Height of weir H=5 m, Depth d=4 m, Base width b=10 m. To Find- The exit gradient as per…

Q: 3m- A m Prob, 6-62 3m 305 m 1,5 m

Q: Poisson Model is used for the segment of a certain highway. Vehicles are recorded at 30-seconds…

A: Poisson Model is used for the segment of a certain highway. Vehicles are recorded at 30-seconds…

Q: What will be the area ratio of a split barrel sampler having inside diameter of cutting edge as 35…

A: Given data: Outside diameter of cutting edge, D1=51 mm Inside diameter of cutting edge, D2=35 mm…

Q: Please answer question 8, 9, and 10

A: This question is related to the Soil Mechanics from Civil Engineering.

Q: a) A well for extracting water from a confined aquifer was installed at a site. The top of the…

A: Confined aquifer The depth of the top of the aquifer from the ground = 10 m The depth of the bottom…

Q: Solve the: a. Resultant of the non-concurrent forces b. Magnitude of the moment at point A. c.…

A: Given: A system of forces Required: Resultant of non concurrent forces Magnitude of moment at…

Q: Q1. A centrifugal pump has a power input of 20 hp, pumps water at the rate of 400 gpm, and produces…

Q: Question- The normal depth in a wide rectangular channel is increased by 10%. The percentage…

Q: Why is it important to have media coverage of government elections? It may be the only accessible…

A: Concept- Media- It refers to the communication channels that we use to spread information, including…

Q: Derive general formula used in stress and triaxial test calculations in Geotechnical analysis.

A: Principal of Triaxial Test The Mohr diagram was used to determine the relationship between the major…

Q: A disty 5m El=12500 K 12 B 20 kN/m ✈ kN-m² mate

Q: A 4921.26 ft portion of a highway is known to have a free-flow speed of 27.78 m/s and a capacity of…

Q: 7.137 A cable weighing 2 lb/ft is suspended between two points at the same elevation that are 160 ft…

A: Given data- Weight of the cable W=2 lb/ft, Distance L=160 ft, Maximum tension- Tmax=400 lb. To Find-…

Q: 1. Determine the force in each number of the figure shown below and state if the members are in…

Q: For the 2-in. by 6-in. wooden beam shown in Fig. Determine the normal stress at A and B. Are these…

A: Given data : Width = 2 inches Depth = 6 inches

Q: What are three (3) major global environmental concerns facing today's environment. What sort of…

A: Environmental issues are the hurtful impacts of human exercises on the climate. These incorporate…

Q: Question 2.2: What is the moment of inertia of the cross-section? [Enter value in mm as appropriate]

A: Given Data Find moment of inertia of the cross section (I).

Q: + Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96…

Q: The longest footbridge in the world is found in Talahik, Surallah, South Cotabato. You are a DPWH…

A: Original Length of Talahik Bridge = 50 m Increase in temperature from 71°C to 95°C Change in…

Q: b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given…

Q: Question- The normal depth in a wide rectangular channel is increased by 10%. The percentage…

Q: Show complete solutions in three decimal places. Draw the shear, moment, elastic curve and axle…

Q: 10. Calculate the shear and moment functions. Draw the shear and moment diagrams for the beam. A -2…

Q: Discuss subcontracting in construction. use 2 peer-reviewed articles (Published within the last 4…

A: Solution:- It is asked to discuss the subcontracting in construction:- Subcontracting means the work…

Q: Draw the influence line for the force in (a) member EH and (b) member JE.

A: Answer (a) Influence line for the force in member EH Consider a Vertical section X-X in between EF…

Q: 5. Determine the force in members BC, EC and ED of the truss and state if the members are in tension…

Q: Q-A vertical wall of height 5 m retains a soil having ysat = 20 kN/m³, and p = 30°. Uniform…

A: Given data- Height of vertical wall Z = 5 m, Saturated unit weight γsat=20 kN/m3. UDL q=12 kN/m2,…

Q: a. The following data was obtained from Liquid Limit Test conducted at a Soil Lab. Using the data…

Q: A 20 mm dam pipe forks, one branch being 10 mm in diameter and the other 15 mm in diameter. If the…

A: Given : Dia. D1 = 10 mm Dia D2 = 15 mm The velocity in D1 = 0.3 m/s Velocity in D2 = 0.6 m/s To…

Q: b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given…

Q: Problem- What is the value of negative skin friction for a group of 4 piles of 30 cm diameter, 8 m…

A: Given data- 4 piles of 30 cm diameter, D=30 cm=0.30 m, Length L=8 m, Spacing S=70 cm=0.70 m.…

Q: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered…

A: Given : Width = 14 inches Thickness = 1/2 inches Compute An and Ae for the given plate ?

Q: For the truss shown in figure, find the axial forces for the members (HG), (GI) and (EI). Hint: take…

A: Given Length of HG and AH is 4 m and 5 m respectively.

Q: 15kN/m . -3m 4 1SKN loku/m +3m Draw the shear and moment diagrom Section of Beam 150mm find the…

Q: Q2 For the truss shown in the figure:: 4. Determine the force in member fe using the joint method?…

Q: What are three (3) major global environmental concerns facing today's environment. What sort of…

Q: Question- The normal depth in a wide rectangular channel is increased by 10%. The percentage…

Q: Situation 1. Determine the reactions in the fixed end supports assuming El is constant. Use the…

Q: A model of submarine is scaled down to 1/25 of the prototype and is to be tested in a wind tunnel.…

A: Given data- Length ratio- Lr=125, Speed of prototype- Vp=10 m/s, To Find- The ratio of the drag…

Q: Q1. Find the horizontal thrust of the water on each foot of width of the sluice gate, given y₁ = 7…

Q: Determine the available shear strength and adequacy of a round HSS16x0.375 ASTM A992 beam with end…

A: Given Data: The dead load is DL=105 kN. The live load is LL=245 kN. The length of the member is 9.75…

Q: 3. Determine the force in member of the truss below and state if the members are in tension or…

Q: Using the Method of Consistent Deformation, analyze the truss shown below. Use E = 20,000 kN/cm² and…

Q: For the figure shown below, determine the slope at B and deflection at D using VIRTUAL WORK METHOD.…

A: ###Using method of Virtual work method## ###Calculation of slope at B and Deflection at D##

Q: 1. For the assembly shown, determine the displacement of point B and D as the load of 50KN is…

Q: Find the Ultimate Moment (Mu) of a Wide Flange Section with the following dimensions: Flange Flange…

Q: A concrete dam having width 14m and height 17.45m is constructed on a river to store water. If the…

A: Given- Concrete dam- width b=14 m, height h=17.45 m, Compressive strength f=2896 kN/m2, Specific…

Q: Question- A 5m high vertical earth retaining wall retains a dry granular backfill with O angle of…

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

The normal duration and normal cost of an activity are 18 days and Rs. 36,000 Respectively. The activity crash
duration is 15 days and indirect cost is Rs. 800 per day. If cost slope is Rs. 1200 per day, then the crash cost of
the activity will be

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

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

Q6: A construction project will have a Base cost of $3,250,000. There is a 5 percent chance that the costs will increase by $250,000. There is a 20 percent chance that the project will finish ahead of schedule and win incentive reward of $40,000. There is a 10 percent chance that an accident will add $105,000 to the cost. Calculate the following: a) calculate the contingency reserve b) What is the expected value of the project? c) What is the best case scenario and its value? d) What is the worst case scenario and its value?
following project duration. Additionally, calculate the following: Normal duration cost, Normal duration, Shortest duration cost, and Shortest duration. Note: Use the provided sample of the table as a guide in your solution. Q4) Using the time-cost trade-off concepts, determine the logical steps to reduce the ST. Cost Difference $/Day Time Crash Cost (), Difference Normal Cost ($) Normal Crash Time (5) Time 00 1. 3. ID 000 250 1. 550 9. 7. B. C. D. 5. 009 8. 6. 6. 5. 000 E. F. G. 3. 0099 1. Project Duration 350 1. 3 Cost for Total Cost H. 3 Cost per Day 3. Days Cycle Table sample: Activity To K. Can be Shortened Shortened Cycle #3 Shorten
A contractor who does not meet the deadline on the construction of a building is fined P8,000.00 per day for each of the first ten days of extra time, and for each additional day thereafter the fine is increased by P1,600.00 each day. If the contractor is fined P201,600.00, by how much extra days was the construction time delayed? Kindly show the detailed solution.
2.Nine men agreed to rent a van for their trip to Sagada. Three of them backed out at the last minute. As a result, each of the remaining men had to pay P50 more than they had expected to pay. How much was the rental of the van?
the client sees the one-year duration of thepreload as too long and wants to limit this to 6 months.What should the total surcharge be during this period?
Question 50 At 7.7%, a bridge cost P 210M with a life of 21 years. The bridge must be partially rebuilt at a cost of P 100 M at the end of each 21 years, Calculate the capitalized dost if an annual maintenance of P 510,000 is required. Express your answer in whole number. « < Question 50 of 50 A Click Submit to complete this assessment. Save and Submit acer F11 PrtSc Del Home Pg Up F7 F8 F9 F10 F12 Pause F5 F6 FZ F3 Scr Lk SysRq Break Ins #3 24 % & 4-Backspace 5 € 7 8 W E Y U D F G K ~のエ 6
The network of a small construction project awarded to a contractor is shown in the following figure. The normal duration, crash duration, normal cost, and crash cost of all the activities are shown in the table. The indirect cost incurred by the contractor is INR 5000 per day. Normal Crash Normal Activity Duration Duration (days) 6. Crash Cost Cost (days) (NR) (INR) 15000 25000 4 Q 6000 12000 R 3 8000 9500 S 3 7000 10000 3 2 6000 9000 U 2 1 4000 6000 V 4 20000 28000 If the project is targeted for completion in 16 days, the total cost (in INR) to be incurred by the contractor would be
2, Calculate the ownership cost per hour for a dump truck powered by a 120-hp gasoline engine based on the following date: Operation factor = 40 %
The network of a small construction project awarded to a contractor is shown in the following figure. The normal duration, crash duration, normal cost, and crash cost of all the activities are shown in the table. The indirect cost incurred by the contractor is INR 5000 per day. Normal Crash Normal Activity Duration Duration (days) 6. Crash Cost Cost (days) (NR) (INR) 15000 25000 4 Q 6000 12000 3 8000 9500 3 7000 10000 3 2 6000 9000 U 2 1 4000 6000 V 4 20000 28000 If the project is targeted for completion in 16 days, the total cost (in INR) to be incurred by the contractor would be RST
Assume the following project data given in Table 1. It is required to crash the project duration from its original duration to a final duration of 110 days. Assume daily indirect cost of LE 100 * Normal Crash Activity Preceded by Duration (day) Cost (LE) Duration (day) Cost (LE) A 120 12000 100 14000 B 20 1800 15 2800 B 40 16000 30 22000 C 30 1400 20 2000 E D, F 50 3600 40 4800 F 60 13500 45 18000
The AW values of three revenue alternatives are $-23,000 for A, $-21,600 for B, and $-27,300 for C. On the basis of these AW values, the correct decision is to:a. select alternative A.b. select alternative B.c. select alternative C.d. select the do nothing alternative.
(b) Annual cash fl (c) Rate of return analysis -66 Two hazardous environment facilities are being evaluated, with the projected life of each facility being 10 years. The company uses a MARR of 15%. Using rate of return analysis, which alternative should be selected? Alt. A Alt. B $615,000 $300,000 10,000 158,000 First cost O&M cost 25,000 92,000 Annual benefits Salvage value 65,000 -5,000