roads/pavement & types of road by engr saad ullah wec

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ROADS/PAVEMENT & TYPES OF ROAD BY ENGR SAAD ULLAH WEC

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Page 1: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC
Page 2: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

ROADS/PAVEMENT &

TYPES OF ROAD

Page 3: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

• NAMES NAMES ROLL #ROLL #

• SAAD UllaH 26• MUHAMMAD KAMRAN 40• HZMZA ANWAR 33• SHEHZAD KHAN 35• ARSALAN KHAN 25• WASEEM AHMAD R27

Page 4: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

What is Road ?

QSM 602

Introduction

An open, generally public way for the passage of vehicles, people, and animals. 

Purpose :Many rely on paved roads to move themselves and their products rapidly and reliably

Finish with a hard smooth surface (pavement) helped make them durable and able to withstand traffic and the environment. 

Road pavements deteriorate over time due to the impact of traffic, particularly heavy vehicles, and environmental factors.

Roads have a life expectancy of between 20 - 30 years.

Page 5: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Functions : One of the primary functions of a

pavement is load distribution which can be characterized by the tire loads; tire configurations; repetition of loads; distribution of traffic across the pavement; and vehicle speed.

QSM 602

Page 6: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Several elements make up the roadway.

Each layer represents one of the elements of the pavement system. 

All these elements work together to provide a quality durable pavement.

QSM 602

Typical Components

Page 7: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Embankment When roads are built higher than the

surrounding ground, a structure of compacted earth called an embankment is built. 

The embankment is built to support the other three layers of the pavement system.

Embankments can be made from almost any common type of deposit except topsoil.

QSM 602

Page 8: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Sub-grade The sub-grade is made of soils that have been

specially prepared to meet the requirements to support the other two layers.

The sub-grade is a selected soil material that is carefully compacted to provide uniform support to the pavement.

The sub-grade lies directly on either the embankment or the native soil.

QSM 602

Page 9: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Base The base is a mixture of crushed rock. The base layer provides uniform support to

the pavement and allows water that penetrates any joints or cracks in the pavement to move quickly to the sub-drain without saturating and softening the sub-grade.

The base layer lies directly on top of the sub-grade and is built of clean sand or rock.

QSM 602

Page 10: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

PavementThe top layer is the pavement. The pavement materials can either be Hot Mix Asphalt (HMA) and Portland Cement Concrete (PCC).

The pavement itself resists bending, and distributes vehicle weights over a large area.

QSM 602

Page 11: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Sub-Drain The sub-drain collects water from the base and the sub-

grade and drains that water. The sub-drain is basically a perforated pipe near the

bottom, surrounded by clean coarse-size rock which allows rapid transportation of water.

QSM 602

Page 12: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

TYPES OF ROAD/PAVEMENT:

1. Flexible road/pavement 2. Rigid road/pavement

Page 13: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Flexible pavements are those which are surfaced with bituminous (or asphalt) materials. 

Its "flexible" since the total pavement structure "bends" or "deflects" due to traffic loads. 

Generally this type of pavement requires some sort of maintenance or rehabilitation every 10 to 15 years.

QSM 602

Page 14: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

QSM 602

Each layer receives the loads from the above layer, spreads them out, and then passes on these loads to the next layer below. 

LOAD DISTRIBUTION

Page 15: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

QSM 602

Material layers are usually arranged in order of descending load bearing capacity with the highest load bearing capacity material (and most expensive) on the top and the lowest load bearing capacity material (and least expensive) on the bottom…….

Page 16: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

This is the layer (or layers) under the base layer. 

A sub-base is not always needed.A proper sub-base consists of various sizes of crushed stone aggregate, commonly known as “crusher run”.

Depending on the sub soils on your site you may need 8-12 inches of various sizes of sub-base.

QSM 602

Sub-base Course

Page 17: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

It functions primarily as structural support but it can also help:a) Minimize the intrusion of fines from the sub-grade into the pavement structure. b) Improve drainage. c) Minimize frost action damage. d) Provide a working platform for construction. 

The subbase generally consists of lower quality materials than the base course but better than the sub-grade soils. 

QSM 602

Sub-base Course (CONTINUE)…..

Page 18: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

The first coat to be placed, on top of your proper sub-base, is the base course .

It provides additional load distribution and contributes to drainage and frost resistance. 

The base is built of clean sand or rock. The base layer provides uniform support

to the pavement and allows water that penetrates any joints .

QSM 602

Base Course

Page 19: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

After the binder is put into place with paver, it is compacted with a vibratory roller for tighter density and added strength.

Base courses are usually constructed out of:i) Aggregate: Base courses are most typically constructed from durable aggregates that will not be damaged by

moisture or frost action.ii) HMA: In certain situations where high base stiffness is desired, base courses can be constructed using a

variety of HMA mixes. 

QSM 602

Base Course (Cont)

Page 20: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

This is the top layer which comes in contact with traffic.  It normally contains the highest quality materials.  It serves to prevent the entrance of excessive quantities

of surface water into the underlying base & sub-grade. It is sometimes subdivided into two layers:

i) Wearing Course: A layer in direct contact with traffic loads.  It is meant to take the impact of traffic wear and can be removed and replaced as it becomes worn.  ii) Intermediate/Binder Course: It's main purpose is to distribute load. It may compose of one or several HMA sublayers.

QSM 602

Surface Course

Page 21: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Hot mix asphalt (HMA) is "the black stuff" used as a pavement material.

Its a combination of aggregate and asphalt binder mixed together at elevated temperatures that forms a hard, strong construction material when cooled to suitable temperatures.  

Also known as "asphalt concrete" (AC), "asphalt", "blacktop" or "bitumin“.

QSM 602

Surface Course

Page 22: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

when it is well mixed, it is laid down on the roadway as pavement.

The pavement must then be compacted to achieve uniform density.

If this is not done properly,  it can reduce the life time of the pavement and increase the costs of maintaining the road.

It usually costs less. The life expectancy of an asphalt pavement

is between 15 to 20 years.

QSM 602

Surface Course

Page 23: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

2. RIGID PAVEMENT…TYPE OF ROAD/PAVEMENT

Page 24: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Rigid pavement composed of a PCC surface course. Such pavements are "stiffer" than flexible

pavements due to the high modulus of elasticity of the PCC material. 

Further, these pavements can have reinforcing steel, which is generally used to reduce or eliminate joints. 

Because of its relative rigidity, the pavement structure distributes loads over a wide area with only one, or at most two, structural layers.

This type of pavement can serve 20 to 40 years with little or no maintenance or rehabilitation and often used in urban and high traffic areas.

QSM 602

Page 25: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

This is the layer (or layers) under the base

layer. 

The properties and function of this layer are

similar to as in flexible roads/pavements.

A sub-base is not always needed and

therefore may often be omitted (OPTIONAL

DEPENDING ON SUBGRAGE OR SOIL).

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Sub-base Course

Page 26: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

This is the layer directly below the PCC layer and generally consists of aggregate or stabilized sub-grade.

It provides additional load distribution, contributes to drainage, uniform support to the pavement and a stable platform for construction equipment.

Base courses are usually constructed out of:a) Aggregate base. b) Stabilized aggregate or soil.c) Dense-graded HMA. d) Lean concrete

QSM 602

Base Course

Page 27: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

The surface course is the layer in contact with traffic loads.

It consists of the PCC slab which is the stiffest layer and provides the majority of strength.

  The surface course can vary in thickness but is usually between 150 mm (for light loading) and 300mm (for heavy loads and high traffic).

Portland cement concrete is used as pavement material.

QSM 602

Surface Course

Page 28: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Portland cement concrete is made by mixing portland cement with water, and coarse- and fine-size rocks.It initially can be more expensive. The life expectancy of portland  cement pavement varies, as little as 20 years or more than 40 years.

QSM 602

Surface Course

Page 29: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

There are several factors that affect pavement life:

Traffic volumeQuality of materials usedConstruction practices, andHow well the other layers of the road perform.

QSM 602

Page 30: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Hard Shoulder Continuous strips alongside pavements, which

vehicles may drive during emergencies. Normally 3 m wide to fulfilled the functions of

the slow lane.

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Page 31: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Kerbs To define the

limits of carriageway.

It is the dividing line between carriageway and footpath.

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Page 32: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Drainage- Surface and Subsurface Road Chamber – Cross falls. To cope with heavy water run-off during a storm.

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Page 33: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Street lamps: Street lamps are

designed to illuminate the surrounding area at night, not only as a deterrent to criminals but also to allow people to see where they're going.

QSM 602

Page 34: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

Road Markings: This furniture is any kind

of device or material that is used on a road surface in order to convey official information.

They provide guidance and information to drivers and pedestrians.

They can be used to delineate traffic lanes or serve as noise generators when run across a road.

QSM 602

Page 35: ROADS/PAVEMENT  &  TYPES OF ROAD BY ENGR SAAD ULLAH WEC

traffic Signs: They warn drivers of upcoming

road conditions such as a "blind curve", speed limits, etc.

Direction signs tell the reader the way to a location.

Direction signs are usually mounted on poles.

Illumination is added in order to aid nighttime users.

QSM 602