Midterm 2 Flashcards

(47 cards)

1
Q

series of 2 or more circular curves; any 2 successive curves having a common tangent

A

compound curves

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2
Q

3 things that “define”a compound curve?

A
  1. ) Simple Curve
  2. ) Curvature in the same direction
  3. ) Common Tangent
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3
Q

where are compound curves used?

A

at grade intersections, highway sections in difficult topography, and ramps of interchanges, to avoid obstacles

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4
Q

ratio of compound curves for highways

A

1.5:1

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5
Q

two simple curves with equal radii turning in opposite directions with a common tangent

A

reverse curves

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6
Q

What is the purpose of reverse curves?

A

to change the alignment of the highway, to redirect through lanes at channelized intersections and high speed median crossovers

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7
Q

What is one downfall of reverse curves?

A

Causes sudden change in alignment which makes it hard to stay in lane

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8
Q

Why is vertical alignment important

A

to determine the elevation to ensure proper drainage, and an acceptable level of safety and comfort

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9
Q

What is the primary challenge of vertical curves?

A

Transitioning from one grade to another

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10
Q

two types of vertical curves

A

crest and sag

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11
Q

True or false: vertical curves have equal tangents making it symmetrical about the PVI

A

true

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12
Q

What type of shape do vertical curves most mimic, circular or parabolic?

A

Parabolic

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13
Q

how are grades selected?

A

based on the type of urban or rural, type of street, and design speed

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14
Q

location at which the curve is level/where the slope is zero

A

turning points

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15
Q

why are turning points important?

A

Water can collect

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16
Q

number of horizontal feet needed for a 1% change in the slope; also known as vertical curvature

A

k factor

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17
Q

what can the k factor be used for?

A

Finding high/lowpoints

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18
Q

What is the goal of SSD considerations?

A

to find an appropriate length (L) for the curve that can accommodate the correct SSD

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19
Q

Advantages of transition curve advantages

A

appearance of the highway is enhanced, reduces break in alignment, suitable zone for super elevation runoff

20
Q

curves placed between tangent and circular sections of roadway; beginning with an infinite radius to match the tangent ending with the same radius as the curveS

A

transition curves

21
Q

Curve where the radius is infinite at the tangent end and radius of circular curve at the other end

22
Q

Where can spiral curves be located

A

approaching a curve, leaving a curve, connect two circular curves of differential radii

23
Q

does the central angle change when reducing to a spiral curve?

A

no but the curve angle gets reduced by -2delta

24
Q

General types of roadways

A

divided and undivided

25
types of undivded roadways
1. ) 2-lane undivided 2. ) 3-lane undivided 3. ) multi-lane undivided
26
types of divided roadways
multi-lane divided
27
number of lanes eq
DDHV/SFL
28
what does lane width depend on
classification, volume, design speed
29
how do you widen the pavement for simple curves?
widen the inside edge of traveled way only
30
how to widen pavement for spiral curves
widen inside edge of traveled way; mark centerline midway between edges of pavement
31
what is the cross slope used for?
necessary for proper drainage; prevents ponding on surface, determined on construction technologies, materials and equipment
32
provided along the road edge to serve as an emergency lane for vehicles
shoudlers
33
normal width of shoulder
10'
34
portion of highway separating opposing directions of travel; dimenson between the edges of traveled way; includes shoulder width
median
35
three types of medians
raised, depressed, flush
36
widths of medians
4-84 feet
37
where are median openings and what do they do?
3 mile intervals; provide u turn capabilities
38
how much feet permits recovery of vehicles
30 feet
39
What is a clear zone based on
volumes, speed, roadside slopes
40
How does a curve clear zone vary?
you must provide 50% more Clear zone
41
what do you place on shoulder if clearzone obstructions are not removable?
guardrails
42
the boundaries between the pavement and shoulders/footpath
curbs
43
designates traveled way cross section used on curves
normal crown
44
between normal crown and full superelevated
reverse adverse crown
45
super elevation transition =
tangent runout to superelevation run off
46
gradual change from crown normal to a point where the adverse cross slope is removed
tangent runout
47
gradual change from end of tangent runout to a cross section that is fully superelevated
superelevation runoff