Traffic and Highway Engineering5th EditionGarber, Nicholas J. Publisher: Cengage LearningISBN: 9781305156241
Traffic and Highway Engineering
Solutions for Traffic and Highway Engineering
Browse All Chapters of This Textbook
Chapter 1 - The Profession Of TransportationChapter 2 - Transportation Systems And OrganizationsChapter 3 - Characteristics Of The Driver, The Pedestrian, The Bicyclist, The Vehicle, and The RoadChapter 4 - Traffic Engineering StudiesChapter 5 - Highway SafetyChapter 6 - Fundamental Principles Of Traffic FlowChapter 7 - Intersection DesignChapter 8 - Intersection ControlChapter 9 - Capacity And Level Of Service For Highway SegmentsChapter 10 - Capacity And Level Of Service At Signalized Intersections
Chapter 11 - The Transportation Planning ProcessChapter 12 - Forecasting Travel DemandChapter 13 - Evaluating Transportation AlternativesChapter 14 - Highway Surveys And LocationChapter 15 - Geometric Design Of Highway FacilitiesChapter 16 - Highway DrainageChapter 17 - Soil Engineering For Highway DesignChapter 18 - Bituminous MaterialsChapter 19 - Design Of Flexible Highway PavementsChapter 20 - Design Of Rigid PavementsChapter 21 - Pavement Management
Book Details
The new edition of Garber and Hoel's best-selling TRAFFIC AND HIGHWAY ENGINEERING focuses on giving students insight into all facets of traffic and highway engineering. Students generally come to this course with little knowledge or understanding of the i
Sample Solutions for this Textbook
We offer sample solutions for Traffic and Highway Engineering homework problems. See examples below:
The future challenges in the field of transportation are as follows: Logistics and Supply-Chain...Given: The population is 17 million. Ownership is 1.1 cars per person. Average rate is 12,000...The principal modes of transportation are, Road transportationRail transportationAir transportation...Given: The total cost to travel across bridge except tolls is expressed as, C=50+0.5V. Here, V is...Given: A toll bridge carries 6000veh/day. The current toll is $3.50/vehicle. For each increase in...The five characteristics of visual reception relevant to transportation engineering are: (1) Visual...Given information: dudt=3.6−0.06uα=3.6β=0.06 Initial vehicle speed, u0=30 ft/sec Final vehicle...Given information: Speed =55 mi/hr Weight of car =2500 lb Cross sectional area of car =30 ft2 Radius...Machine vision helps in detecting traffic in many locations within the camera's field of view. The...
Given: Significance level of α=0.05 Formula used: u¯=∑fiui∑fi u¯ is arithmetic mean fi is number of...Given: Significance level of α=0.05 Formula used: u¯=∑fiui∑fi u¯ is arithmetic mean fi is number of...Given: Short-term and long-term driver expectancy. Drivers depend on their expectations regarding...Given: Following information has been given to us: Length of road segment =7585 ft . AADT =5250...Given: The number of countermeasures is 4. The countermeasure factors (CMFs) for the proposed four...Given: Observers stationed at two sections XX and YY, 500 ft apart on a highway, recording the time...Given: We have been given the following information: We have been given the following information:...Given: We have been given the following information: Total number of lanes = 3, V=90% of 6000, tinc...Given information: Principles involved in the design of at-grade intersections. Principles involved...Given information: Conflict points at an unsignalized T intersection. Figure shows the possible...Given information: Repeat Problem 8-16 using saturation flow rates at 10% higher. Shows a detailed...Given data: Calculation: Evaluating equivalent hourly flow − Equivalent hourly flow = Traffic...Introduction: Level of service is a qualitative method which is used to describe the operating...Given: Length of the segment is 2 mi. Sustained grade is 4 %. Design volume is 3000 veh/h....Given: Base free flow speed is 55 mi/h. Lane width is 11 ft. Shoulder width is 3 ft. Access points...Introduction: The level of service is a term that is used to measure the quality of motor vehicle...Given: The base rate is 1900 pc/h/lane. Lane width is 11 ft. Heavy vehicles are 4% of the traffic...Introduction: The transportation planning process involves the problem definition, and elements of...Introduction: The number of vehicles or persons per unit time under a set of given land-use,...Given: The given table for number of productions and attractions in each district and travel time in...Given: For Zone A, Present total observed trip ends is 100. Zonal growth rate is 3. For Zone B,...The main objective of a transportation project evaluation is to furnish the appropriate information...Calculation: The average unit cost for operating a standard vehicle on a level roadway is as...Given: Analysis period = 20 years Annual interest rate = 15 percent Calculation: Determine the...The three categories of information gathered are: Engineering: It includes topography, geology,...Given information: Scale of the first photograph S1 = 1 : 24,200, focal length of the camera, f = 6...Given information: In mountains terrain is designed to carry volume of 800 veh/day. For a rural...Given information: Station (535+24.25) Elevation 300ft Grades G1=+2% Grades G2=−1% Design speed of...Given information: Intersection angle Δ=75∘ Angle of first deflection curve Δ1=45∘ Radius of first...Two sources of water of which highway engineer is concerned about is given below, Surface...Given: The dimension of concrete box is 5 ft×5 ft. The angle of inclination of flared walls is 45°....Given: The diameter of concrete circular box is 6.5 ft. The angle of inclination of flared walls is...Given information: Bulk density=125 lb/ft3 Moisture content=24% Specific gravity=2.75 Concept used:...Given information: Sieve No.Sieve No.Percent finer 4 4.75 100 10 2 90 20 0.85 80 40 0.425 70 60 0.25...Given information: Sieve No.Sieve No.Percent finer 4 4.75 99 10 2 87 20 0.85 77 40 0.425 65 60 0.25...Asphalt cement is obtained after the segregation of lubricating oils. It's semi-solid hydrocarbon...Given information: Nominal maximum sieve of each aggregate blend = 19 mm. Calculation: For trial...The structural components of a flexible pavement are as follows: The subgrade or prepared roadbed,...Chapter 19, Problem 13PChapter 20, Problem 1PGiven: Design life is 20 years. Annual rate of traffic growth is 3.5 %. Sub grade k value is 50...Given information: Modulus of rupture of the PCC is =650 lb/in2. Calculation: Determine the...Pavement management is a systematic method for maintaining, upgrading, and in operation physical...
More Editions of This Book
Corresponding editions of this textbook are also available below:
Traffic And Highway Engineering
1st Edition
ISBN: 9781337631044
EBK TRAFFIC AND HIGHWAY ENGINEERING, EN
5th Edition
ISBN: 9780357111772
Traffic & Highway Engineering
4th Edition
ISBN: 9780495082507
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305581159
TRAFFIC AND HIGHWAY ENG (LL) + WEBASSIG
5th Edition
ISBN: 9780357323878
EBK TRAFFIC AND HIGHWAY ENGINEERING
5th Edition
ISBN: 9780100469686
Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305577398
Traffic And Highway Engineering
5th Edition
ISBN: 9781337631020
EBK TRAFFIC AND HIGHWAY ENGINEERING
5th Edition
ISBN: 8220100469688
Traffic and Highway Engineering
2nd Edition
ISBN: 9780534953386
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