Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Question
Chapter 14, Problem 16P
To determine
The total overhaul cost using the given data.
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Students have asked these similar questions
There are five machines located at the points (0, 0), (2, 0), (0, 2), (2, 3) and (4,3) respectively. A repair shop is planned in the facility. The foreman claims that for any number of expected repair trips between these machines and the repair shop, the optimal location of the new facility can never be at the location (2,1).
State whether this claim is true or false.
The following cross-section notes of the road was examined to calculate volumes. The
width of the roadway is 12m
-12
-3
+6
-6
-6
+24
-9
STA 5+040
是 号 是
-15
-4.5
-6
-6
+6
-8
30
-12
-7
STA 5+140
Compute the volume between two stations using prismoidal method.
Given the following transportation network with travel time in minutes:
3
2
2.
3
4
3
The trip production from TAZ 3 is 1,000. The trip attractions from TAZ 3 to all other
zones are shown below:
From/To
1
500
2
300
4
Trip Attraction
300
The minimum path from zone 3 to zone 1 is:
Links 3-4, 4-1
5 min
Links 3-2, 2-1
Link 3-1
Chapter 14 Solutions
Traffic and Highway Engineering
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Similar questions
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- The following cross-section notes of the road was examined to calculate volumes. The width of the roadway is 12m -12 -3 -6 4 +6 -6 +24 -9 STA 5+040 +6 -15 -4.5 -6 -6 30 -12 -7 -8 STA 5+140 Compute the volume between two stations using end area method.arrow_forwardQUESTION 1 The hourly passenger volume is expected to be 8,750. The transit center is being design with 6, 2.5 ft doors. What is the expected level of service of the doorways? O A O O CO Ов OO Farrow_forwardGiven 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 g t--------- 6.0 8.0 O 1000 1,100 - 7.1 750 5.0 TO -1000 3-2000 -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 total excavation cost to the nearest dollar? $30,000 O $28,000 $25,375 $20,250 O None of the above Net Cumulative Yardagearrow_forward
- Design Hourly Volume (DHV) is the projected hourly volume that is used for design. This volume is taken as a percentage of choose one of the following the average annual traffic the average weekley traffic the average daily traffic none of the given choicesarrow_forwardCurrent Year Future Yeare T[I] = 300e %3D T[II] =1000 %3D T[III] =800 %3D T[IV] = 300 %3D Distribute the trips for inter zonal movement based on Detroit Method.arrow_forward(2d) To complement the new rail-project described in question 2a above, the city public-works department has also engaged your design-&-construct company to complete the work necessary for upgrading-repair to a small stretch of an existing city ring-road, to allow better access to an outlying train-station. You are assigned by the project manager of this road repair project, to lead a team of 5 workers. You are expected to finish all repair work within 15 days, and have been asked by your project manager what you will do to complete the project within the stipulated time. Discuss the measures required to achieve your manager's deadline, in terms of: your definition of quality in this project and what should be included in the quality management plan here; the procedures required for this project development process: what is to be included in your scope-of-works document, your leadership role as it relates to the company's quality policy towards the successful completion of the…arrow_forward
- The following net accumulations were calculated. The free haul area begins at station 4+30 and continues to 14+30. If the overhaul is charged at $10/yd³ station, what is the total overhaul cost ($)? Round to the nearest cent. 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: 10x8.35x0.9281arrow_forwardA three-zone city has the following characteristics: Zone 1 Zone 2 Zone 3 Initial travel time factors are Production Travel time (min) Fij 500 600 200 Distances (time): 1-2: 10 min 2-3: 15 min 3-1: 20 min Distribute the trips using the gravity model. 10 80 Attraction 15 60 400 800 100 20 40arrow_forward1. Planners have estimated the following models for the AM Peak Hour T₁ = 1.5 H₁ T; - (1.5 Euj1) + (1 Euthy) + (0.5 Eretj) Where: T - Person Trips Originating in Zone i T₁ = Person Trips Destined for Zone j H Esti Eath Eret Variable 10000 8000 3000 2000 Data Dakotopolis 15000 10000 5000 1500 New Fargo A. What are the number of person trips originating in and destined for each city? B. Normalize the number of person trips so that the number of person trip origins = the number of person trip destinations. Assume the model for person trip origins is more accurate.arrow_forward
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