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W=-P(v2-v1)=-(0.5×200)=1cm^3=0.000001

It CORRECT...........

In SOLID MEDIUM SOUND TRAVELS FASTEST

It is CORRECT or ...

Answer:

Factors controlling the Highway alignment:

• Obligatory Points: The control points governing highway alignment are called obligatory points. ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal CURVE and gradient: The Horizontal curve must be as flat as POSSIBLE. ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...Type of Traffic: ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...Type of Traffic: ...EARTHWORK and backfilling: ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...Type of Traffic: ...Earthwork and backfilling: ...Railway CROSSING: ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...Type of Traffic: ...Earthwork and backfilling: ...Railway Crossing: ...Radius of the Horizontal Curve: ...
• Obligatory Points: The control points governing highway alignment are called obligatory points. ...Horizontal Curve and gradient: The Horizontal curve must be as flat as possible. ...The volume of traffic: ...Type of Traffic: ...Earthwork and backfilling: ...Railway Crossing: ...Radius of the Horizontal Curve: ...Bridges:

Group Index is a number assigned to the soil BASED on its PHYSICAL properties like particle size, Liquid LIMIT and plastic limit. It VARIES from a value of 0 to 20, lower the value higher is the quality of the sub-grade and greater the value, poor is the sub-grade.

By sieve analysis test we can determine Group index value of soil SUBGRADE from below equation

GI = 0.2a + 0.005 ac + 0.01bd

Where,

a= percentage of soil passing 0.074 mm sieve in excess of 35 per cent, not exceeding 75.

b= percentage of soil passing 0.074 mm sieve in excess of 15 per cent, not exceeding 55.

c= Liquid limit in per cent in excess of 40.

d= Plasticity index in excess of 10.

ANSWER:

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EXPLANATION:

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Answer:

The Q-factor or the QUALITY factor of a CAPACITOR at the operating frequency ω is defined as the ratio of the reactance of the capacitor to its series resistance. Thus, In this case also, the Q is a dimensionless QUANTITY since the unit of both reactance and resistance is the same and it is Ohm.

Explanation:

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Velocity is a measure of how fast something moves in a particular direction.

Hindi MEANING of velocity is -  वेग ,  गति , चाल etc

EXAMPLE - The speed of my typing while ANSWERING this anonymous question, so I can move to another more important one.

My FINGERS going down INVOLVE SPEED.

My hands and fingers moving sideways involve DIRECTION.

Together, they are an example of velocity, which is both

The time is relative to the atmospheric GRAVITY if it will more than time will LESS if it is less time is more so in our PLANET time is low than space

What are the various objectives of TRAFFIC volume studies?

Objectives: The objectives of carrying out traffic volume STUDY are designing, improving traffic system, planning, MANAGEMENT etc. ... traffic signs, MARKINGS, signals based on approachvolume and TURNING proportions etc.

ANSWER:

Recommended Gradient As per IRC Recommended gradient as per I.R.C for plain TERRAIN, mountainous terrain and steep terrain: 1. Plain or Rolling Terrain RULING gradient:- 1 in 30 (3.3%). Limiting gradient:- 1 in 20 (5%). Exceptional gradient:- 1 in 15 (6.7%).

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Explanation:

The California bearing ratio (CBR) is a penetration TEST for evaluation of the MECHANICAL strength of natural ground, subgrades and base courses beneath NEW carriageway construction. It was developed by the California Department of Transportation before World War II. With the HELP of equipments.

Answer:

ROADS make a CRUCIAL contribution to economic development and growth and bring important social benefits. They are of vital importance in order to make a NATION grow and develop. For those reasons, road infrastructure is the most important of all public assets. ...

Explanation:

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Capacity and Level of service are two related terms. Capacity analysis TRIES to GIVE a clear UNDERSTANDING of how much traffic a GIVEN transportation facility can accommodate. Level of service tries to answer how good is the present traffic situation on a given facility.

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An easy way to solve this Multiple CHOICE Question is just by trial and error. As we can know for a fact that if theta=0" role="PRESENTATION" style="margin: 0px; padding: 0px; outline: 0px; display: inline; font-style: normal; font-weight: normal; line-height: normal; font-size: 14px; text-indent: 0px; text-align: left; text-transform: NONE; letter-spacing: normal; word-spacing: normal; word-wrap: normal; white-space: nowrap; float: none; direction: ltr; max-width: none; max-height: none; min-width: 0px; min-height: 0px; border: 0px; POSITION: relative;">theta=0theta=0 then H should be equal to zero. So by substituting the theta value as zero in the options given to find out the satisfying equation, which turns out to be option D.

Answer:

Attainment of the SUPERELEVATION may be completed in the FOLLOWING steps. (i) Elimination of the crown of the cambered SECTION. (ii) Rotation of the pavement to attain a full super-elevation. (c) by rotating the pavement with RESPECT to the outer edge of the pavement.

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Explanation:

The most common method of collecting traffic volume DATA is the MANUAL method of traffic volume count, which involves a group of people recording NUMBER of vehicles passing, on a pre-determined location, USING tally marks in inventories.

Answer:

The OVERTAKING sight distance is the minimum distance OPEN to the vision of the DRIVER of a vehicle intending to. OVERTAKE the SLOW vehicle ahead safely against the traffic in the opposite direction.

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Explanation:

Factors Affecting PCU Values :VEHICLES characteristic.Transverse and LONGITUDINAL gaps.Traffic stream characteristic.Roadway characteristic.Regulation and control of traffic.Environmental and climatic conditions.

Fundamental intervals of thermometer: The LEAST and highest values that are SUPPOSED to be MEASURED by MEANS of a thermometer are called as fundamental intervals of a thermometers.


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So what is the QUESTION,PLEASE WRITE LITTLE CAREFULLY .

Urn A ---->  6R + 4W = 10 Balls

Urn B ---->  2R + 6W = 8 Balls 

Urn C ---->  1R + 5W = 6 Balls

 

E1 = The ball is selected from urn A

E2 = The ball is selected from urn B

E3 = The ball is selected from urn C

 

Therefore P(E1) = P(E2) = P(E3) = 1/3

Let A = drawing a red ball.

so,  P(A/E1) = 6/10 

   P(A/E2) = 2/8 

    P(A/E3) = 1/6

 

By Baye's Theorem

Required Probability = P(E1/A)

 ----------------------- > = ( 1/3 * 6/10 )  /  (  1/3 * 6/10 +  1/3 * 2/8  +  1/3  * 1/6 )

-------------------------->  = 36/61

Most of the Planning process is TAKING place follows rational planning model.
it INCLUDES the FRAMEWORK of working in order to prepare a plan starting from defining goals to monitoring.
plan PREPARATION is based on the "System view of planning" which INVOLVES instrumental rationality.

Equivalent single wheel loadTo carry maximum load with in the specified limit and to carry greater load, dual wheel, or dual tandem assembly is OFTEN used. Equivalent single wheel load (ESWL) is the single wheel load having the same contact pressure, which produces same VALUE of maximum stress, deflection, tensile stress or contact pressure at the desired depth. The procedure of finding the ESWL for equal stress criteria is PROVIDED below. This is a semi-rational method, known as Boyd and Foster method, based on the following ASSUMPTIONS:equalancy concept is based on equal stress;contact area is circular;influence angle is 45; andsoil medium is elastic, homogeneous, and isotropic half space.The ESWL is GIVEN by: 

  (1)


where  is the wheel load,  is the center to center distance between the two wheels,  is the clear distance between two wheels, and  is the desired depth.

Figure 1: ESWL-Equal stress concept

Traffic count is a count of vehicular or pedestrian traffic, which is conducted along a particular road, path, or intersection. A traffic count is commonly undertaken either automatically (with the installation of a temporary or permanent electronic traffic recording device), or MANUALLY by observers who visually count and record traffic on a hand-held electronic device or tally sheet.[1]Traffic counts can be used by local councils to identify which routes are used most, and to either improve that road or PROVIDE an alternative if there is an excessive amount of traffic. Also, some geography fieldworkinvolves a traffic count. Traffic counts provide the source data used to calculate the ANNUAL Average Daily Traffic (AADT), which is the common indicator used to represent traffic volume. Traffic counts are USEFUL for comparing two or more roads, and can also be used alongside other methods to find out where the central business district (CBD) of a settlement is located. Traffic counts that include speeds are used in speed limit enforcement efforts, highlighting peak speeding periods to optimise speed camera use and educational efforts.

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The formation width except carriage ways. In other words, shoulder is the part of the pavement which is non-surfaced. They are used by the vehicular traffic as the emergency lanes or sometimes as the service lanes for the repairing of the non-expected problems. IRC recommends a minimum value 2.5 m for the shoulders for two lane rural roads. A width of 4.6 m is recommended so that a truck can be accommodated without interfering with the adjacent lane. 

Footpaths: Foot paths or pedestrian paths are the smoothly paved paths used by the pedestrians to walk parallel to the pavements. Footpaths are smoothly surfaced in order to attract the pedestrians to walk over them. Footpaths are necessary where the pedestrian traffic is considerable.Cycle-tracks: Cycle tracks are PROVIDED to carry the cyclists. They are generally provided in the urban roads where the design SPEED is very high and it becomes necessary to separate the high speed traffic from the LOW speed traffic. Minimum of 2 m width is recommended for single lane and 1 m is added for constructing the extra lanes of the cycle tracks.Frontage Paths: They are provided in front of the commercial buildings where it becomes a necessity. In urban areas they are provided with the dividers to separate from the vehicular lanes.Drive-ways: Drive ways are provided to reach the buildings like fuel pumps or service centers. Drive ways should have a less width as much as possible because they are hindrance to the pedestrian traffic travelling along the foot-paths.Lay Byes: Lay Byes are the paved areas provided at some places on the sides of the lanes for providing a STOPPAGE for the vehicles. Parking Lanes: They are provided for parking the vehicular traffic generally needed in the market centers or the urban areas. Parallel parking is recommended in order to avoid the hindrance to the traffic and a minimum of 3 m parking lane is recommended.

Homogeneous and HETEROGENEOUS SOIL WIT atoms and minerals

Slove-body of MAS =1KG, KINETIC ENERGY=1j,. kinetic energy= 1/2mv^2 ,. 1=1/2×1×v^2, 2=v^2, v=√2

160km/h=44.444m/s
length of PLATFORM =
44.444*20
=
888.88m

They are also speculated to FORM on other planets. For us, hydrate deposits are important for a VARIETY of reasons: GAS hydrate deposits may contain roughly twice the carbon contained in all reserves of coal, oil, and conventional natural gas combined, making them a POTENTIALLY valuable energy resource.

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YES,it is possible to do TIME TRAVEL but the technology hadn't developed yet to do this but it's possible

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steps to raise grade LINE

Get organized. You could be failing because you can't KEEP up with your assignments and are missing grades. ...

Go to every class session. ...

Pay attention in class. ...

TAKE extensive notes. ...

Hand in any missing WORK. ...

Take your learning further. ...

Talk to your teacher. ...

ASK about extra credit.

Map READING (also SOMETIMES written as map-reading) is the act of interpreting or understanding the geographic information portrayed on a map.  By map reading, the reader should be able to develop a mental map of the real-world information by processing the symbolized information shown on the map.  To do this, the reader will need to DERIVE essential information presented by the map such as distance, direction, natural and man-made features, and TOPOGRAPHICAL features.

Answer:THIRTIETH highest hourly volume is the hourly volume that will be REACHED only thirty TIMES or EXCEEDED only 29 times in a year and all other hourly volume of the year will be less than this value.

Explanation:

ANSWER:

seat belt

Explanation:

A seat belt (ALSO known as a safety belt) is a vehicle safety device designed to secure the driver or a passenger of a vehicle against HARMFUL movement that may result during a COLLISION or a sudden STOP. ... When in motion, the driver and passengers are traveling at the same speed as the car.

ANSWER:

Temperature stresses

This is caused by (i) daily variation RESULTING in a temperature gradient across the thickness of the slab and (ii) seasonal variation resulting in overall CHANGE in the slab temperature. The FORMER results in warping stresses and the later in frictional stress

Explanation:

There are 2 TYPES of GRAVITY.

Markings : colours, patterns meaning. white lines painted on the pavement indicate traffic TRAVELLING in your direction.
Broken white LINE: you may change LANES if it is SAFE to do so. Solid white line: requires you to stay within the lane and also marks the shoulder of the roadway.

Answer:

(i) Planning a HIGHWAY network for safe, EFFICIENT and fast movement of people and goods. (ii) Keeping the overall COST of construction and maintenance of the ROADS in the network to a minimum. (iii) Planning for future development and anticipated traffic NEEDS for a specific design period.

Explanation:

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