Standards to Know Flashcards

1
Q

Although crash involvement rates (crashes per 100,000 pop.) are highest for the five- to fifteen-year-old pedestrians, pedestrian fatality rates are highest for what age group?

A

70 years old and above

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2
Q

Under base conditions, what is generally considered to be freeway capacity?

A

2,250 to 2,400 passenger cars per hour per lane

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3
Q

What is the maximum superelevation rate that AASHTO recommends for locations where snow and ice conditions prevail?

A

8%

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4
Q

What are the colors most commonly used for regulatory signs?

A

white, black, and red

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5
Q

A “road safety audit” is?

A

a structured process by a team of qualified professionals focused solely on safety

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6
Q

Conversion of two-way streets to one-way flow can reduce what types of crashes?

A

pedestrian, left-turn, and rear-end

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7
Q

For a spot speed study, a sample size of how many vehicles is generally considered reliable under most circumstances?

A

100 vehicles per lane

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8
Q

Most commonly used form of traffic calming?

A

speed humps

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9
Q

What is the minimum vertical clearance for a sign installed above a sidewalk?

A

7 feet

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10
Q

Lettering requirement by MUTCD?

A

Lettering for names of places and streets on guide signs shall be a combo of lower-case letter with initial upper case letters

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11
Q

When timing pedestrian intervals for traffic control signals, what pedestrian walking speed should normally be used?

A

3.5 feet per second

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12
Q

When calculating stopping sight distance, what does the AASHTO use as a deceleration rate?

A

11.2 feet per sec per sec

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13
Q

Recommendation to use what value of perception-reaction time for calculating Stopping Sight Distance

A

2.5 seconds

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14
Q

By U.S. federal law, every urbanized area over what population size must have an ongoing transportation planning process?

A

50,000

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15
Q

Pedestrian Hybrid beacons should be installed where?

A

at each end of the marked crosswalk

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16
Q

Negligence means?

A

failure to do what an ordinary, reasonably prudent person would do under similar circumstances

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17
Q

MUTCD: warning and guides signs used for temporary traffic control in incident management situations may have a black legend with what color background?

A

fluorescent pink

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18
Q

MUTCD: traffic control signal Yellow Change intervals should be:

A

in the range of 3 to 6 seconds long

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19
Q

Speed limit within a speed zone should be posted within 5 mph of what?

A

the 85th percentile speed of free-flowing traffic

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20
Q

Traffic signal WALKING PERSON indication should be displayed for a minimum of:

A

7 seconds

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21
Q

A “short term stationary” temporary traffic control zone occupies a location for:

A

more than 1 hour within a single daylight period

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22
Q

A 16-hour traffic count, usually from 6 am-10 pm, normally accounts for what percentage of daily traffic on a roadway?

A

90-95%

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23
Q

When more than one countermeasure is being considered for implementation at a problem location, the CMF for the individual countermeasures are:

A

multiplied together

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24
Q

What is a traffic calming measure that widens the sidewalk for a short distance to reduce the crossing distance and allow peds and drivers to see each other when parked vehicles would otherwise block?

A

curb extension

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25
A serpentine curve in a road to slow traffic?
chicane
26
PHF=
hourly volume / peak flow rate (within the hour) hourly volume / 4 (volume during the peak 15 min)
27
How many feet in a mile?
5,280 feet
28
Headway=
spacing (ft/veh) / speed (ft/s)
29
Minimum sign height over edge of road to bottom of sign
5 ft rural, 7 ft freeways
30
Minimum distance from face of curb for signs
2 ft
31
minimum height of overhead signs
17 ft
32
Shape of regulatory signs
rectangular
33
Avg. distance b/w signs
200 ft
34
Color Options: Regulatory
Black, red, white
35
Color Options: Warning
Yellow, fluorescent yellow-green
36
Color Options: Guide
Green...blue, red, white, brown
37
Color Options: Information
Blue...brown, green
38
Color Options: TTC
Orange
39
Color Options: Incident Management
fluorescent pink
40
Color Options: School
Fluorescent yellow-green
41
Color Options: Changeable Message Signs
Black...blue, green
42
Minimum Size of Stop Sign
36 in. x 36 in.
43
MUTCD Coding: Stop Sign
R1-1
44
MUTCD Coding: Yield Sign
R1-2
45
MUTCD Coding: Speed Limit Sign
R2-1
46
MUTCD Coding: Movement Prohibition Signs
R3-x series
47
MUTCD Coding: Do Not Pass, Keep Right, Slow
R4-x series
48
MUTCD Coding: Do Not Enter, No Peds, etc.
R5-x series
49
MUTCD Coding: One Way, Divided Highway
R6-x series
50
MUTCD Coding: Parking
R7-x series and R8-x series
51
MUTCD Coding: Pedestrian
R9-x series
52
MUTCD Coding: Pedestrian at signal
R10-1 thru 10-5 series
53
MUTCD Coding: Vehicles at signals
R10-6+
54
MUTCD Coding: Closed
R11-x series
55
MUTCD Coding: Weight Limits
R12-x series
56
Minimum size for all diamond-shaped warning signs
36 x 36
57
MUTCD Coding: Horiz. Alignment
W1-1 to W1-15, W13-1P to W13-7
58
MUTCD Coding: Vertical Grade
W7-x series
59
MUTCD Coding: Road & Weather, Advanced Traff Control
W3-1 to W3-8, W8-1 to W8-25, W17-1, W23-2
60
MUTCD Coding: Merging and Passing
W4-1 to W4-6, W6-3, W9-1, W9-2, W9-7, W14-3
61
numbering of interchanges
starts at southernmost or westernmost terminus within the state
62
numbering for circumferential routes
clockwise beginning west of the south end of an imaginary north-south line bisecting the route
63
Acceptable pavement marking colors
yellow, white, red, blue, or purple
64
Required center line & edge line markings
urban arterials/collectors and above, rural with 20' wide and ADT of 6,000+
65
Avg height for sight distance
3.5 ft
66
Taper Lengths
L=WS for 45 mph or larger, L=WS^2/60... min. 100ft in urban, 200 in rural
67
Signal Warrants
``` 1-8-hr vehicular volume 2-4-hr veh vol 3-peak hr 4-ped vol 5-school crossing 6-coordinated signal syst 7-crash experience 8-roadway network 9-intersection near a grade xing ```
68
Traffic control signals, operation options
pretimed, semi-actuated, full-actuated
69
Two size diameters of traffic signals
8" or 12"
70
min and max height above pavement for signal
15 ft, 25.6 ft
71
Signal: Yellow change interval duration
3 sec. min. to 6 sec. max.
72
Minimum "walk" time for signals
7 sec
73
brake reaction time
2.5 seconds
74
deceleration rate
3.4 m/s^2
75
height of driver's eye
3.5 ft
76
height of object for SSD
2 ft
77
height of object for PSD
3.5 ft
78
highest superelevation rate for highways
10 percent
79
max. superelevation for snow and ice
8 percent
80
Compound curve ratio b/w curves
2:1
81
max change in gradient at 50 mph
.50 percent
82
horizontal sight distance
50 mph, 1150 ft radius, 20 ft sight line
83
min. length of horiz. curve on highways
L=15V
84
Max vertical grade
70 mph- 5 percent | 30 mph= 7-12%
85
min. vertical grade
.5% typically
86
cross slopes on sidewalks
2%
87
median refuge for sidealk
6 ft min.
88
desirable min. width of a parking lane (street parking)
8 ft
89
clear zone: local roads
7 to 10 ft
90
urban local roads: min. radius
100 ft
91
urban local: grades
residential: 15%; commercial/industrial: 8%
92
urban local: cul-de-sacs
min. outside radii=30' (res.), 50' (comm.)
93
LOS of rural arterials
B-flat, C-rolling/mountainous
94
Shoulders for freeways
left shoulder: 4-8ft | right shoulder: 10-12ft
95
Median width on freeways
50-100ft... 10-30 allowed when ROW is restricted. Median has to be paved with median barrier
96
Freeway foreslope
1:6
97
3 basic elements of functional area
1) perception-reaction decision distance 2) maneuver distance 3) queue-storage distance
98
Roundabout inscribed circle diameter
mini: 45-90ft single: 90-150 ft multi: 140-250 ft
99
Truck driver's eye height
7.6 ft
100
Cases for sight distance
A-no control; B-stop on minor; C-yield on min.; D-signal; E-AWSC; F-left turns from major
101
decision point, departure sight triangles
14.5 ft form edge of major road
102
ISD
ISD=1.47*Vmajor*t...t=time gap
103
time gaps for turns
stop: left-7.5 sec; right-6.5 sec. yield: 8.0 sec. left turn from maj.: 5.5 sec.
104
CFI
Continuous flow intersection (Camelia at Johnston left turn lanes cross through traffic before intersection)
105
typical roundabout circulating lane capacity
1,400 veh/h
106
typical roundabout circulating lane capacity-Two Lane
2,200 veh/h
107
Trumpet
three leg intersection; both left turns jughandle out
108
Three-leg directional
three leg int.; lefts are regular ramps
109
One Quadrant
offset intersections instead of one main intersection
110
Diamond
exit ramps to right, from exit ramp, ramp to left onto minor. minor enters before crossing major
111
SPDI
Single-Point Diamond Interchange: form of diamond w/ a single signalized int. through which all lefts utilize
112
Partial Cloverleaf
exit right and ramp left to minor like diamond; however right from minor is a jughandle onto major
113
Full Cloverleaf
exit to take rights are normal; all lefts are jughandle
114
All-Directional Four Leg
each direction has its own elevated ramp in the traditional direction (houston bowl)
115
Three types of grade-separation structures
deck type, through, and partial
116
ADT range for local roads
2000 vpd or less
117
ADT range for collectors
2,000-12,000 vpd
118
ADT range for arterials
12,000-40,000 vpd
119
ADT range for freeways
30,000 vpd or higher
120
DHV
Design Hour Volume...30th hour volume...two-way unless otherwise specified
121
K-factor
=DHV/AADT....urban=0.09; rural=0.10
122
Signal Phasing: even vs odd
Even=through (2&6 major, 4&8 minor) | Odd=left-turn (1&5 major, 3&7 minor)