FE Exam Formulas Ch. 13 Flashcards

1
Q

Purpose and Variables of…

A

Stopping Sight Distance

V=initial speed of vehicle
tp=driver PRT (typically 2.5s)
a=vehicle rate of deceleration (typically 11.2 ft/s2)
G=roadway grade
1.47=conversion factor from mph to ft/s
f=friction factor=a/32.2

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2
Q

Purpose and Variables of…

A

Degree of Curvature

R=radius

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3
Q

Purpose of…

A

Arc and Chord Radius

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4
Q

Purpose of…

A

Total Intersection Angle of the Compound Curve

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5
Q

Purpose and Variables of…

A

Distance from PC to PT in the Direction of the Backward Tangent

R2=radius of the sharper curve
I=Total Intersection Angle of the Compound Curve
R1=radius of the sharper curve
I1=intersection angle of the flatter curve

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6
Q

Purpose and Variables of…

A

Perpendicular Distance from the Backward Tangent to PT

R1=radius of the sharper curve
R2=radius of the sharper curve
I=Total Intersection Angle of the Compound Curve
I1=intersection angle of the flatter curve

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7
Q

Purpose and Variables of…

A

Long Tangent of the Compound Curve

R1=radius of the sharper curve
R2=radius of the sharper curve
I=Total Intersection Angle of the Compound Curve
I1=intersection angle of the flatter curve

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8
Q

Purpose and Variables of…

A

Short Tangent of the Compound Curve

R1=radius of the sharper curve
R2=radius of the sharper curve
I=Total Intersection Angle of the Compound Curve
I1=intersection angle of the flatter curve

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9
Q

Purpose and Variables of…

A

Length of Spiral Curve

Ls=length of spiral transition curve
V=design speed
R=radius
C=rate of increase of lateral acceleration

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10
Q

Purpose and Variables of…

A

Magnitude of Centripetal Acceleration

V=vehicle speed
R=radius
an=normal acceleration

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11
Q

Purpose and Variables of…

A

Minimum Radius

emax=rate of roadway superelevation
fmax=side friction factor
Rmin=minimum radius
V=design speed

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12
Q

Purpose and Variables of…

A

Horizontal Sightline Offset

S=SSD
R=radius of the centerline of inside lane
HSO=horizontal sightline offset

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13
Q

Purpose and Variables of…

A

Law of Sines

lowercase=side length
UPPERCASE=angle

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14
Q

Purpose and Variables of…

A

Elevation of Point Vertical Curve

YPVC=elevation of PVC
G1=grade of back tangent
x=horizontal distance from PVC to turning point
YPVI=elevation of point of vertical intersection
G2=grade of forward tangent
L=length of curve

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15
Q

Purpose and Variables of…

A

Tangent Offset

a=parabola constant
x=horizontal distance from PVC to turning point

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16
Q

Purpose of…

A

Difference in Grade

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17
Q

Purpose and Variables of…

A

Parabola Constant

G1=grade of back tangent
G2=grade of forward tangent
L=length of curve

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18
Q

Purpose and Variables of…

A

Rate of Vertical Curvature

A=difference in grade
L=length of curve

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19
Q

Purpose and Variables of…

A

Tangent Offset at PVI

A=difference in grade
L=length of curve

20
Q

Purpose and Variables of…

A

Crest Vertical Curve General Equation

L=length of vertical curve
S=sight distance
A=algebraic difference in grades
h1=height of eye above roadway surface
h2=height of object above roadway surface

21
Q

Purpose and Variables of…

A

Crest Vertical Curve General Equation

L=length of vertical curve
S=sight distance
A=algebraic difference in grades
h1=height of eye above roadway surface
h2=height of object above roadway surface

22
Q

Purpose and Variables of…

A

Crest Vertical Curve Standard Criteria h=3.5 ft, h2=2.0 ft

L=length of vertical curve
S=sight distance
A=algebraic difference in grades

23
Q

Purpose and Variables of…

A

Crest Vertical Curve Standard Criteria h=3.5 ft, h2=2.0 ft

L=length of vertical curve
S=sight distance
A=algebraic difference in grades

24
Q

Purpose and Variables of…

A

Minimum Curve Length Based on Headlight Sight Distance

L=length of vertical curve
S=sight distance
A=algebraic difference in grades

25
Purpose and Variables of...
Minimum Curve Length Based on Headlight Sight Distance L=length of vertical curve S=sight distance A=algebraic difference in grades
26
Purpose and Variables of...
Sight Distance on a Sag Vertical Curve Under an Overhead Structure L=length of vertical curve S=sight distance A=algebraic difference in grades h1=height of eye above roadway surface h2=height of object above roadway surface
27
Purpose and Variables of...
Sight Distance on a Sag Vertical Curve Under an Overhead Structure L=length of vertical curve S=sight distance A=algebraic difference in grades h1=height of eye above roadway surface h2=height of object above roadway surface
28
Purpose and Variables of...
Minimum Curve Length Based on Riding Comfort L=length of vertical sag curve A=algebraic difference in grades V=design speed
29
Purpose and Variables of...
Volume Using Average End Area Method L=length of vertical sag curve A=algebraic difference in grades V=Volume
30
Purpose and Variables of...
Prismoidal Method L=length of vertical sag curve A=algebraic difference in grades V=Volume
31
Purpose and Variables of...
Pyramidal Method L=length of vertical sag curve A=algebraic difference in grades V=Volume
32
Purpose and Variables of...
Intersection Sight Distance Vmajor=design speed tg=time
33
Purpose and Variables of...
Structural Number Equation SN=Structural Number ai=layer coefficient Di=thickness of layer
34
Purpose and Variables of...
Traffic Growth Factors G=growth factor g=annual growth rate n=analysis period in years
35
Purpose and Variables of...
Intersection Crash Rate RMEV=rate per million entering vehicles A=number of crashes V=ADT*365
36
Purpose and Variables of...
Roadway Segment Crash Rate RMVM=rate per 100 million vehicle miles A=number of crashes VMT=vehicle miles traveled
37
Purpose and Variables of...
Crashes Prevented CP=crashes prevented N=number of present-day crashes
38
Purpose of...
Crash Reduction
39
Purpose and Variables of...
Free Flow Speed BFFS=base free flow speed (default 75.4 mph) fLW=reduction in FFS fRLC=adjustment factor TRD=total ramp density
40
Purpose and Variables of...
Traffic Flow V=design speed PHF=peak hour traffic N=number of present day crashes fHV=heavy vehicle adjustment factor
41
Purpose of...
Heavy Vehicle Adjustment Factor
42
Purpose and Variables of...
Time Allocation for the Yellow Interval y=length of yellow interval t=driver reaction time a=deceleration rate G=percent grade (+uphill,-downhill) v=vehicle approach speed
43
Purpose and Variables of...
All-Red Interval W=width of intersection l=length of vehicle v=vehicle approach speed
44
Purpose and Variables of...
Average Time Spent Waiting mu=departure rate rho=utilization factor lamda=arrival rate
45
Purpose and Variables of...
Number of Trips that are Produced in Zone i and Attracted to Zone j Pi=total number of trips produced in zone i Aj=number of trips attracted to zone J Fij=a value that is an inverse function of travel time Kij=socioeconomic adjustment factor for interchange ij
46
Purpose and Variables of...
Utility Function Ui=utility of mode i K=constant beta and delta=relative weights each service variable Ci=trip cost for mode i Ti=travel time for mode i
47
Purpose and Variables of...
Probability that users with utility values Ui will select mode i Ui=utility of mode i n=number of modes being considered