lecture 9 Flashcards

1
Q

Cross section

A

meaning when we have cross-section view of the road

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2
Q

We have principal cross section elements like

A

Travel lanes
shoulders
medians

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3
Q

ask about :We have secondary elements such as

A
ask about :Median barrier (guard rails)
roadside barriers
curbs
sidewalk
cross-slopes
side slopes 
drainage channel
right of way
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4
Q

Road way

A

portion of highway including shoulders without median for vehicular use
A divided highway has two or more roadways

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5
Q

Traveled way

A

the portion of roadway for the movement of vehicles , exclusive of shoulders

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6
Q

page 6 lecture 9

A

Draw it and memorise it

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7
Q

page 9 and 10

A

also draw and memorise it

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8
Q

What is a shoulder

A

A shoulder is the portion of ““roadway””” tht is adjacent with the traveled lane that is needed for capacity and safety reasons

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9
Q

Shoulders Safety advantages (4 is enough)

A
#Vehicles can stop because of mechanical difficulties and emergencies.
#motorists can stop to consult  road maps
# evasive maneuvers to avoid potential crashes and reduce their sverity
#Discharge for storm water from travel lanes which reduce splashes
# increased sight distance for vehicles entering the roadway
#recovery area to regain control of a vehicle
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10
Q

Shoulders Capacity advantages

A
# Provide greater effective turning radii for trucks
# Provided space for pedestrian and bicycle use
# Provided space for bus stops
# Provided space for occasional encroachment of vehicles
# Provided space for mail delivery trucks
# provided space for detouring traffic during construction
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11
Q

Shoulders maintenance advantage

A
# snow removal and storage
# clearance is provided for signs and guardrails
# clearance is provided for portable maintenance  signs.
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12
Q

Shoulders dimensions

A
#Minimum width = 0.6 m (for difficult terrain and low volume highways)
# On rural collectors : shoulder width = 1.8 - 2.4 m
# On highway with heavy traffic : shoulder width = 3.6 m
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13
Q

Shoulders characteristic

A
# should be contrasting with travel lanes in color or texture
# Can have a median shoulder for divided highwat
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14
Q

Median, what are

A

Section of divided highway which separates lanes in opposing directions

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15
Q

Median functions

A
#Stopping during emergency
#Refugee for pedestrians
#Storage for left turning and U turning vehicles
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16
Q

Medians types (Medians can be)

A
#Raised (urban arterials)
#Flush/Striped
#Depressed(free way)
17
Q

Medians dimensions

A
#Width vary between 0.6 and 24 meters including median shoulders.
# AASHTOO recommends a minimum of 3m for 4 lanes urban free way
#Paint-striped median is between 0.6 and 1.2 m.
18
Q
Frontage roads or what is known as service roads.
// Functions:
A
# Control access to arterials
# Segregate loacl trafffic fro the higher speed through-traffic
#Used on all types of highways
# Provide more favorable access for commercial and residential development than the faster moving arterial street and helps preserve the safety and capacity of the arterial.
19
Q

Secondary elements:

Roadside and median barriers function

A

Prevent vehicles that left the traveled way from hitting an object that has greater crash severity potential than the barrier itself
-Roadside barrier: protect vehicles from roadside hazards
Median barrier: prevent crossing from one side to another.

20
Q

Secondary elements:

Typical roadside barriers

A

guardrails

Crash cushions

21
Q

Secondary elements:
roadside barriers
Guardrails

A

Longitudinal barriers to prevent vehicles from leaving roads

22
Q

Secondary elements:
roadside barriers
Typical location of guardrails

A
# Outside of sharp edges
# At section with high fills
23
Q

Secondary elements:
roadside barriers
Crash Cushions function

A

decelerate errant vehicles to a stop

24
Q

Secondary elements:

Median barriers

A

Concrete - W section.

25
Q

Secondary elements:

Curbs

A

Raised structures made of cement used mainly on urban highways not to be used on high-speed highway.

26
Q

Secondary elements:

Curbs purposes

A
# roadway edge delineation
# discouraging vehicles from leaving the roadway
#Delineation of pedestrian walkways and protection of pedestrians 
#Minimizing collision between vehicles and structures
#Control of drainage
#Discourage cars from driving close to the wall.
27
Q

Secondary elements:

Sidewalks

A
#Usually in urban areas only.
#Minimum width of 1.2 m in residential areas.
#Minimum width 1.2-2.4 m or more in commercial areas
#Proper attention should be given to the needs of persons with disabilities whose means of mobility are dependent upon wheelchairs and other devices ( for example we can provide curb ramps in sidewalks.)
28
Q

Secondary elements:
Cross slopes (Highway without median)
see pics

A

Pavement is sloped from the middle downwards to both sides of the highway implies rounded crown cross slopes.

29
Q

Secondary elements:
Cross slopes (Highway with median)
see pics

A
#Each roadway is crowned in each direction of travel ( Here surface water is drained quickly away but requires more drainage facilities, it is preferred for areas with heavy rain.)
# Slope whole pavement in one direction
30
Q

Secondary elements:
Cross Slopes
Each roadway is crowned separately
see pics

A

Advantages
#Rapidly draining the pavement during rainstorm.
#Difference between high and low points in the cross section is minimal
Disadvantages
#More underground drainage lines and inlets are needed.
# Treatment of intersections is more difficult because of
the number of high and low points on the cross section

31
Q

Secondary elements:
Cross Slopes
Roadways with unidirectional cross slopes
see pics

A
advantages 
# provide more comfort to drivers when they change lanes
# more economical, provide more savings in drainage structures and minimize drainage across the inner, and simplify treatment of intersecting streets
# Outer lanes which are used by most traffic are more free of surface water
32
Q

Rates of cross slopes

A

AASHTO recommends 1.5% - 2%

Shoulder cross slope: 2- 6% to provide adequate drainage.

33
Q

Secondary elements:

Side Slopes

A
#It provides stability of earthworks
# Gradient of side slope= 1V:3H or flatter
#In cases of high cut or fill we can use 1V:3H
# Retaining wall may be utilized for steeper slopes
34
Q

Secondary elements:

Right of way

A
#The ROW is the total land area to be acquired
for constructing the road and all its elements
35
Q

Secondary elements:

Right of way width

A

The width should accommodate the following:

– All elements of highway cross-section
– Public utility facilities along highway
– Any planned widening
#If 2-lane urban collector: 12-18 m
#If 4-lane arterial (2 lanes in each direction): 25
m (desirable)