Answered: The unevenness index calculated as per…

The unevenness index calculated as per International Roughness Index is 3.054 m/km. Determine the equivalent unevenness index is terms of bump integrator and its corresponding classification.

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

See similar textbooks

Related questions

Q: rigid pavement is to be used to carry a wheel load of 50.93 kN. Enough dowels will be used across th...

Q: 5. A long footing 2 m wide is buried at a depth of 1 m. The groundwater table is expected to exist d...

Q: As a Civil Engineering students, what do you think is the importance of Engineering Drawing and know...

A: Engineering Drawing is important to civil students as civil students have to draft many structures a...

Q: Question 11 A steel pipe 1.2 m in diameter is required to carry an internal pressure of 720 kPa. If ...

Q: Q3/ The three forces and the couple are applied to the bracket shown in Figure below. Determine (1) ...

A: Resultant force: The total number of forces acting at a point or the system with magnitude and direc...

Q: The starting point of the runway of length 1400 m has the reduced level 50 m. The variation of gradi...

Q: 8 ksi 2. For the state of stress shown in the figure, determine normal and shearing stresses on the ...

Q: The maximum allowable speed of a car that could travel a circular curve is 87 kph. If the impact fac...

Q: The specific gravity and weight proportion for aggregates and bitumen are as given below: Item CA1 |...

Q: Question 9 From the figure of a cable connection shown. Refer to the details below: Distances: X4.4 ...

Q: Find redundant REy. All bar areas equal. (Ans: REy = 45.44 k) 60 k BY 30 k E D 60 k 30 ft - K30 ft -

Q: A 20 inches square steel bearing plate lies between an 10 inches diameter wooden post and a concrete...

Q: The distance between two points measured along a slope is 540 m. The horizontal distance between the...

Q: Determine the equations of the elastic curves for the beams shown in the figure due to the applied l...

Q: If the period of incubation is 10 days at 20°C in the relative stability test on sewage, calculate t...

Q: Draw the shear and moment diagram by area method and compute the maximum bending stress in the steel...

Q: 6

A: "Since you have asked multiple questions, we will solve the first question for you. If you want any ...

Q: 500 Ibs J000 Ibs 4 B 3 10' 10' Determine the magnitude and direction of the resultant of the force i...

Q: The copper pipe shown in the figure has an outside diameter of 4.000 in. and a wall thickness of 0.3...

A: For the given copper pipe,

Q: A determinate frame carries a concentrated and distributed load as shown in the figure. Determine th...

Q: 0-17: A turbine for the following site condition is to be designed. Head is 120 m, Power produced = ...

Q: need the

Q: Don't stress. Do your best. Forget the rest Question 2 A 22 inches square steel bearing plate lies b...

Q: Find maximum principal stress

A: This question is related with solid mechanics . In this question we are provided with value of norma...

Q: Two polymer bars are connected to a rigid plate at 8, as shown. Bar (1) has a cross-sectional area o...

Q: kg car that t 003x2. If the consta e x-component of th total force (KN). of line

Q: A beam with a width b3300mm has loads w=27 kN/m and P-14 kN. If the allowable bending stress is Fb=1...

A: Given the dimensions of beam as, b=300mm load, w = 27kN/m P = 14 kN allowable bending stress, Fb = ...

Q: A 32m-diameter three-hinged arch is subjected to concentrated loads, as shown in the figure below. D...

Q: The structural I-beam supporting a floor carries a floor load of 4.6 kN/m2. The beams span 7 m and a...

A: We will use bending equation.

Q: From the given data shown in the table below, determine the effective specific gravity of aggregates...

A: Given, SG of FA = 2.627 SG of CA = 2.706 SG of asphalt = 1.012

Q: Q3/ A rigid shallow foundation shown in Fig.3: 1. Calculate the elastic settlement in mm. (based on ...

Q: L. 125 МPа 62.5 MPa- 62.5 MPa 125 MPa

Q: A tank 12 m high is to be filled with oil with unit weight of 9.4 kN/m as shown in the figure. Negle...

Q: Following statements are related to the elements of simple circular curve having radius (R) and defl...

Q: Determine the mass (kg) of the heaviest cylinder that can be supported without exceeding a stress of...

Q: Define, derive and give 2 examples of Green-Ampt Model.

Q: Given a system as shown in the following figure. Calculate the water level difference between two ta...

A: Given, Pipe length (L) = 15 m Diameter (D) = 30mm or 0.03m Volume flow rate (V˙) = 1 m3/h or 0.00027...

Q: .7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the flange o...

Q: Given a system as shown in the following figure. Calculate the water level difference between two ta...

A: Solution- The given values are as follows,Taking tannk (1) is the upper tank and tank (2) is lower ...

Q: Compute the peak hour factor if the hourly volume of traffic is 1964 veh/hour and the highest 15-min...

A: Compute the peak hour factor

Q: A bar having a length of L=D100 mm and a cross sectional area of A = 100 mm2 is subjected to an axia...

Q: Eight rainguage stations are installed in a catchment and they recorded rainfalls of certain magnitu...

Q: How to prevent Hazardous Situations like erosion, of Dams & Tunnels using Engineering Consideration ...

A: Erosion in tunnels :- tunnel water erosion is caused by movement of excess water from the sub soil t...

Q: (c) If the cross-section of the beam is the composite section shown below, determine the maximum str...

A: Assume constant moment 20kft. N=Es/Ec N=29000/2000=14.5 Transform the section in wood section

Q: Determine the maximum deflection for the beam shown by the moment-area method.

Q: 105 КРа 30 КРа В 430 КРа 52° 75 КРа A

Q: Use Slope-Deflection Method to solve for the unknows on the 120mm x 120 mm beam shown in the figure....

Q: In a theodolite, the circular main scale is divided into degrees and each degree is divided into six...

Q: rigid pavement is to be used to carry a wheel load of 51.13 kN. Enough dowels will be used across th...

Q: A 5 cmx12 cmx6 m wooden plank (S.G.wood = 0.70) is required to stand vertically in water. To reduce ...

Concept explainers

Pavement Management

Pavement management is the process of planning the maintenance and repair of a roadway network or other paved infrastructure to improve road conditions throughout the network. It is also used on runways and airports. Every highway superintendent undertakes walkway management. Traffic management includes the cost of living cycles in a systematic way of repairing minor and major roads and reconstruction projects. The needs of the entire network and budget estimates are considered before the projects are undertaken, as the cost of data collection can change significantly. Pavement management incorporates many of the features and functions required to maintain the quality of the paved material as well as to ensure that the entire road network can sustain itself at the required levels. Although pedestrian management involves the life cycle of commuting from planning to maintenance of any transport infrastructure, road asset management, and road maintenance planning is primarily aimed at road infrastructure.

Question

The unevenness index calculated as per International Roughness Index is 3.054 m/km. Determine the equivalent unevenness index is terms of bump
integrator and its corresponding classification.

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 with 2 images

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

1. Discuss spatial slope stability. 2. Examine the landslide characteristics and spatial distribution 3. Examine earthquake intensity 4. Landslide susceptibility mapping 5. Investigate community knowledge on pre-disposing factors to landslides CR [] AP [] CR [] AP [ AP [
In construction of a highway section, the earthwork information is available as shown in the table below. The free-haul distance is 500m and the swelling factor is 20%. Draw the mass haul diagram between station 3 + 00 and station 9 + 00 and determine the extra compensation that must be paid to the contractor when the overhaul price is $200/m3 station.
What is the he general categories of slope movements (failures) and provide a brief description of each.
A road excavation has the following section at the following stations. DETERMINE THE CROSS SECTION AREAS USING THREE LEVEL CROSS SECTION AND DETERMINE THE VOLUME OF THE EXCAVATION
A 40km gravel surfaced road on a reasonably good alignment, is now carrying an annual average daily traffic of 100 vehicles (10% trucks). The traffic is expected to grow at an annual rate of 5% compounded (for each road type and all vehicles). The minimum attractive rate of return is 10% per annum. It is proposed to pave the road with minor reconstruction and the rest of the project details are shown in Table 1 below. Determine the benefits and costs after the year of paving
Design Speed. If the AADT of a mountainous road section is 1600, and is expected to increase by 4% per year and the road is expected to last 15 years what would be the appropriate class of the road section if we are going to account the yearly increase? (Just indicate the number) *
Many engineers inadvertently create mass wasting when they build highways. What’s the error they often do that creates subsequent landslides? Question options: none of the above are ever the cause of any mass wasting highway construction often removes the toe of a slope and leaves the hill steeper than its angle of repose highways add weight to the soil and cause the ground to crack highways cause water to run off the paved road and wash away the surrounding soil
Consider the three level sections shown in Table 1. i) If the width of the road, b=12 m, calculate the slope of the side slopes of the sections. ii) If the combined volume of the given sections has been calculated using the Average End Area method and is given as 215813 m3, correct this volume using the prismoidal volume correction formula
A highway fill stretches between stations 5 + 040 and 5+ 140 with a uniform ground slope. It has a side slope of 2:1 and width of the roadway is 10m. Determine the Following: (a) Draw the areas at each and and determine the quantity of such areas (b) Determine the volume by end-area method (c) Determine the volume by Prismoidal formula.
Find Baseflow volume using the recession curve method
Define about the ACC load pattern mean in SAP200 for pushover analysis?
what are the significance of specific gravity and Blaine fineness tests