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Slide 1

SUPERELEVATION TRANSITIONS

Introduction

An Example Superele= vation Diagram

Sample - Multi-Lane=

Sample-Multi-Lane (cont’d.)

Sample - Multi-lane Interstate

Sample - Reverse Cu= rve

Sample - Interstate= Ramp

Design Methodology<= /a>

IDM Tables 43-3C &a= mp; 43-3L

Common Mistakes, Er= rors, and Misconceptions

Common Mistakes, Er= rors, and Misconceptions

Example of Gradient/Transition Error

Gradient/Transition Correction

Common Mistakes, Er= rors, and Misconceptions (Cont’d.)

Common Mistakes, Er= rors, and Misconceptions (Cont’d.)

Design Exceptions

Slide 19

Design Exceptions

Design Exceptions

Design Exceptions

Calculations – Exam= ple # 1

Slide 24

Calculations – Exam= ple # 1 (cont’d)

Calculations – Exam= ple # 2

Calculations – Exam= ple # 2 (Cont’d)

Calculations – Exam= ple # 3

Calculations – Exam= ple # 3 (Cont’d)

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Slide 1

SUPERELEVATION TRANSITIONS

Introduction
Description of Term= s
Superelevation Tran= sition Length
Tangent Runout
Superelevation Runo= ff Length (L2)
Superelevation Rate= (e)
Relative Gradient o= r Relative Longitudinal Slope
Axis of Rotation
Superelevation Roll= over

An Example Superele= vation Diagram

Sample - Multi-Lane=

Sample-Multi-Lane (cont’d.)

Sample - Multi-lane Interstate

Sample - Reverse Cu= rve

Sample - Interstate= Ramp

Design Methodology<= /a>
Open Roadway Condit= ions
All rural & any= urban facilities if design speed (V) >45 mph.
Use Figure 43-3A3 (emax=3D8%) to determine Superelevation rate and runoff length.
Low Speed Urban Str= eets
Within an urbanized= area & design speed (V) ≤45 mph.
Use Figure 43-3C to= determine Superelevation rate.
Use Figure 43-3L to= determine Runoff length.
Turning Roadway Con= ditions (seldom used)
Apply to turning ro= adways at intersections at-grade.

IDM Tables 43-3C &a= mp; 43-3L

Common Mistakes, Er= rors, and Misconceptions
Insufficient Transi= tion between adjacent reverse curves.

Common Mistakes, Er= rors, and Misconceptions
Insufficient Gradie= nt
 Figures 43-3E & 43-3F

Example of Gradient/Transition Error

Gradient/Transition Correction

Common Mistakes, Er= rors, and Misconceptions (Cont’d.)
Improper distributi= on of transition between curve and tangent.
80/20 distribution = is of “Runoff” length only!!
Fig 43-3F dictates = ideal distribution
IDM 43-3.03(03) all= ows 50/50 distribution in extreme conditions.

Common Mistakes, Er= rors, and Misconceptions (Cont’d.)
Transitioning into = an intersecting roadway.
Designing using AAS= HTO “Green Book” not Indiana Design Manual.
Failing to show sho= ulder rollover detail.

Design Exceptions

Slide 19

Design Exceptions

Design Exceptions

Design Exceptions
If proper transitio= n length cannot be met              .    Prepare a Level 1 Design Exception<= /font>
Justifications
Low accident Histor= y
Excessive Construct= ion Cost
Still meets AASHTO<= /font>
Low ADT
Stop Control Condit= ion

Calculations – Exam= ple # 1
2-Lane Roadway
Design Speed=3D 55 = mph
R=3D2000’
Find SE Rate, SE Ru= noff, Gradient

Slide 24

Calculations – Exam= ple # 1 (cont’d)
SE Rate =3D 5.9%
Runoff Length L2=3D 151’
Gradient=3D0.059(12= )/151=3D0.0047
Max. Gradient from = Table 43-3E =3D 0.47%
Tangent Runout =3D 151(0.02)/0.059 =3D 51.2’   Equat= ion 43-3.2

Calculations – Exam= ple # 2
5-Lane Roadway
Design Speed=3D 55 = mph
R=3D2000’
SE Rate =3D 5.9%
Solve for L2 (SE Ru= noff)

Calculations – Exam= ple # 2 (Cont’d)
Equation 43-3.= 3
L =3D 12(2.5)(0.059= )(0.70)/0.0047
=3D 264’
bw is fo= und in Fig. 43-3G

Calculations – Exam= ple # 3
2-Lane Roadway
Design Speed =3D 55= mph
Design a Transition= between Reverse Curves

Calculations – Exam= ple # 3 (Cont’d)
Total Runoff Needed= =3D 87 + 171 =3D 258’
Curve on Tangent = =3D 70% Table 43-3F
Tangent Needed =3D = 258 x 0.70 =3D 181’
Tangent Available (16+60)-(15+00)=3D160’
If we place 62% of = L2 on Tangent since we can put as little as 50% in extreme cases 43-3.03(03),
Transition from 14+= 67 to 17+25

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SUPERELEVATION TRANSITIONS
Driving Indiana’s Economic Growth
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SUPERELEVATION
TRANSITIONS
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Introduction
<= /td> <= /td> <= /td> <= /td> <= /td> <= /td> <= /td>
n Description of Terms
= n Superelevation Transition Length
= n Tangent Runout
= n Superelevation Runoff Length (L2)
= n Superelevation Rate (e)
= n Relative Gradient or Relative Longitudinal
Slope
= n Axis of Rotation
= n Superelevation Rollover
------=_NextPart_01C7A813.A7428CF0 Content-Location: file:///C:/ECF61D13/SuperPresentationSlides_files/v3_slide0013.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
An Example Superelevation Diagram
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Sample - Multi-lane Interstate
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charset="windows-1252" Slide 1
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Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
Design Methodology
<= /td> <= /td> = <= /td> = <= /td> <= /td> <= /td> <= /td>
n Open Roadway Conditions
= n All rural & any urban facilities if design speed (V) >4= 5 mph.
= n Use Figure 43-3A3 (emax=3D8%) to determine Superelevation
rate and runoff length.
n Low Speed Urban Streets
= n Within an urbanized area & design speed (V) ≤45 mph.
= n Use Figure 43-3C to determine Superelevation rate.
= n Use Figure 43-3L to determine Runoff length.
n Turning Roadway Conditions (seldom used)
= n Apply to turning roadways at intersections at-grade.
------=_NextPart_01C7A813.A7428CF0 Content-Location: file:///C:/ECF61D13/SuperPresentationSlides_files/v3_slide0020.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
IDM Tables 43-3C & 43-3L
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file:///C:/ECF61D13/SuperPresentationSlides_files/v3_slide0007.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
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Common Mistakes, Errors, and
Misconceptions
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Common Mistakes, Errors, and
Misconceptions
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n Insufficient Gradient
n  Figures 43-3E & 43-3F
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file:///C:/ECF61D13/SuperPresentationSlides_files/v3_slide0117.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
Example of Gradient/Transition Error
<= /td> <= /td> <= /td> <= /td> <= /td>
V= =3D 80 kmh (50 mph)
R= =3D 305 m  e =3D 7.545%
Re= quired Runoff (L2) =3D 54.6m
Gmax=3D0.500
•<= /font>   Although distribution is
co= rrect, Runoff is not sufficient
•<= /font>   Insufficient Runoff leads to=
g= radient that exceeds maximum
PT
PC
34.= 1 m  (76%)
10.= 8  (24%)
44.= 9 m
Full Super
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Gradient/Transition Correction
<= /td> <= /td> <= /td>
V= =3D 80 km/h (50 mph)
R= =3D 305 m  e =3D 7.545%
Re= quired Runoff (L2) =3D 54.6m
•<= /font>   Assuming curves cannot be
re= located, provide additional
run= off on curve
•<= /font>   Recheck distribution.  OK.
PT
PC
34.= 1 m  (62%)
20.= 5  (38%)
54.= 6 m
Full Super
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<= /td> =
Common Mistakes, Errors, and
Misconceptions (Cont’d.)
<= /td> <= /td> <= /td> = <= /td> <= /td> <= /td> <= /td>
n Improper distribution of transition
between curve and tangent.
= n 80/20 distribution is of “Runoff” length
only!!
= n Fig 43-3F dictates ideal distribution
= n IDM 43-3.03(03) allows 50/50 distribution
in extreme conditions.
------=_NextPart_01C7A813.A7428CF0 Content-Location: file:///C:/ECF61D13/SuperPresentationSlides_files/v3_slide0011.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="windows-1252" Slide 1
<= /td> =
Common Mistakes, Errors, and
Misconceptions (Cont’d.)
<= /td> <= /td> = <= /td> <= /td>
n Transitioning into an intersecting
roadway.
n Designing using AASHTO “Green Book”
not Indiana Design Manual.
n Failing to show shoulder rollover detail.
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Design Exceptions
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Design Exceptions
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Design Exceptions
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charset="windows-1252" Slide 1
Design Exceptions
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Design Exceptions
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Calculations – Example # 1
<= /td> <= /td> <= /td> = <= /td> <= /td>
2-Lane Roadway
Design Speed=3D 55 mph
R=3D2000’
Find SE Rate, SE Runoff, Gradient
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Calculations – Example # 1 (cont’d)
<= /td> = <= /td> <= /td> <= /td> <= /td>
SE= Rate =3D 5.9%
Ru= noff Length L2=3D 151’
Gr= adient=3D0.059(12)/151=3D0.0047
Ma= x. Gradient from Table 43-3E<= /font> =3D 0.47%
Ta= ngent Runout =3D 151(0.02)/0.059 =3D 51.2’
Equation 43-3.2
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Calculations – Example # 2
<= /td> <= /td> <= /td> <= /td> <= /td>
5-Lane Roadway
Design Speed=3D 55 mph
= R=3D2000’
SE Rate =3D 5.9%
Solve for L2 (SE Runoff)
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Calculations – Example # 2 (Cont’d)
<= /td> <= /td> <= /td> <= /td> <= /td>
          Equation 43-3.3
L =3D 12(2.5)(0.059)(0.70)/0.0047
= =3D 264’
bw is found in Fig. = 43-3G
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Calculations – Example # 3
= <= /td>
2-Lane Roadway=
De= sign Speed =3D 55 mph
Design a Transition between Reverse Curves
<= /td> <= /td>
= Curve #1
R= =3D 4000’
e= =3D 3.4%
L2= =3D87’
PT= Sta. =3D 15+00
<= /td>
= Curve #2
R= =3D 1600’