Title | A Policy on Geometric Design of Highways and Streets |
---|---|
Author | Alejandro Castilla |
Pages | 934 |
File Size | 11.8 MB |
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American Association of State Highway and Transportation Officials 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 202-624-5800 phone/202-624-5806 fax www.transportation.org All rights reserved. Duplication is a violation of applicable law. Publication Code: GDHS-6 ISBN: 978-1-56051-50...
American Association of State Highway and Transportation Officials 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 202-624-5800 phone/202-624-5806 fax www.transportation.org All rights reserved. Duplication is a violation of applicable law.
Publication Code: GDHS-6 ISBN: 978-1-56051-508-1
iii
EXECUTIVE COMMITTEE 2010͵2011
Officers President: Susan Martinovich, P.E., NEVADA Vice President: Kirk Steudle, P.E., MICHIGAN Secretary/Treasurer: Carlos Braceras, UTAH Immediate Past President: Vacant
Regional Representatives
REGION I George N. Campbell, Jr., NEW HAMPSHIRE Beverley K. Swaim-Staley, MARYLAND
REGION II Mike Hancock, KENTUCKY Robert St. Onge, SOUTH CAROLINA
REGION III Thomas K. Sorel, MINNESOTA Vacant
REGION IV Amadeo Saenz, Jr., TEXAS Francis G. Ziegler P.E., NORTH DAKOTA
Non-Voting Members Executive Director: John Horsley, AASHTO
iv
TECHNICAL COMMITTEE ON GEOMETRIC DESIGN 2008͵2010
Oĸcers Mark Marek, Chairman (2007–2011)
Texas
William Prosser, Secretary
FHWA
Brooke Struve, Secretary
FHWA
Members Kent Belleque
Oregon
Paul Bercich
Wyoming
James O. Brewer
Kansas
Ken Briggs
Maryland
Rick Bruce
Ohio
Marshall Elizer
American Public Works Association
Brian Hare
Pennsylvania
David Hutchison
National League of Cities
Jeff Jones
Tennessee
John LaPlante
American Public Works Association
Mark A. Leiferman
South Dakota
Donald A. Lyford
New Hampshire
Deanna Maifield
Iowa
Eric Marabello
Maryland
Reza Maleki
Port Authority of New York and New Jersey
Jim Mills
Florida
Jim Rosenow
Minnesota
Joe Ruffer
National Association of County Engineers
Brent Story
Georgia
Bart Thrasher
Virginia
Max Valerio
New Mexico
Ted Watson
Nebraska
Stanley Wood
Massachusetts
v
HIGHWAY SUBCOMMITTEE ON DESIGN ϮϬϭϬ͵ϮϬϭϭ 9$&$17&KDLU 5,&+$5'/$1'&DOLIRUQLD9LFH&KDLU '$9,'$1,&+2/)+:$6HFUHWDU\ .(,7+03/$77($$6+726WDII/LDLVRQ $/$%$0$
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.(178&.IW@ I
>
P
> PPD[ IW@
2-10
Q
L P P IW@ >
W@
0
0
5 ft
1m
10 ft
2.5 m
Scale
2.13 m [7.0 ft]
Path of right rear wheel overhang
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-1. Minimum Turning Path for Passenger Car (P) Design Vehicle
Chapter 2—Design Controls and Criteria
1.83 m [6.0 ft]
6.10 m [20.0 ft]
1.22 m [4.0 ft]
9.14 m [30.0 ft] IW
0 0
10 ft P
1m Scale
Path of front overhang
5
&7
[43. PPD[ 3 ft]
Path of left front wheel
0LQ UDG WXUQ LQ LXV J P
P
n.
I
IW@
>
>
mi 4 m t] 6 . 8 .4 f [28
W@
0
IW
0 1m
10 ft P
Scale
2.44 m [8.0 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-2. Minimum Turning Path for Single-Unit Truck (SU-9 [SU-30]) Design Vehicle
2-11
A Policy on Geometric Design of Highways and Streets
3.20 m [10.5 ft]
7.62 m [25.0 ft]
1.22 m [4.0 ft]
12.04 m [39.5 ft] 0
5 ft
0
10 ft
1m
2.5 m
Scale
Path of left front wheel
Path of front overhang
5
&7
> PPD[ IW@
2-12
>
P
0LQ UDG WXUQ LQ LXV J P
n.
IW@
mi m 09 t] . 1 1 .4 f [36
>
I
W@
0
5 ft
0 1m
10 ft 2.5 m
Scale
Path of right rear wheel
2.44 m >IW@
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-3. Minimum Turning Path for Single-Unit Truck (SU-12 [SU-40]) Design Vehicle
Chapter 2—Design Controls and Criteria
0.30 m [1.0 ft]
2.12 m [7.0 ft]
1.22 m [4.0 ft]
1.07 m [3.5 ft]
1.93 m [6.3 ft]
7.09 m [23.3 ft] 12.36 m [40.5 ft] 0 0
5 ft
10 ft
1m
2.5 m
Scale
Path of front overhang if the bus is equipped with a bicycle rack
Path of left front wheel
Path of front overhang
[44. PPD[ 7 ft] 14 .1 8 [4 m 6. 5 min ft] .
5
&7 IW@
>
P
0LQ UDG WXUQ LQ LXV J P
>
n.
mi m 1 ] 7.4 .3 ft [24
I
W@
0
5 ft
0 1m
10 ft 2.5 m
Scale
2.59 m [8.5 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-4. Minimum Turning Path for Intercity Bus (BUS-12 [BUS-40]) Design Vehicle
2-13
A Policy on Geometric Design of Highways and Streets
0.30 m [1.0 ft]
2.12 m [7.0 ft]
1.22 m [4.0 ft]
8.08 m [26.5 ft]
1.89 m [6.2 ft]
1.07 m [3.5 ft]
13.86 m [45.5 ft] 0
5 ft
0
10 ft
1m
2.5 m
Scale
Path of front overhang if the bus is equipped with a bicycle rack Path of front overhang
Path of left front wheel
5
&7 IW@
.9 1 m 8. 9 min ft] .
> >
[4
P
0LQ UDG WXUQ LQ LXV J P
14
[47. PPD[ 0 ft]
2-14
n. mi m 4 t] 7.5 .7 f [24
I
W@
0
0
5 ft
1m
10 ft
2.5 m
Scale
2.59 m [8.5 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-5. Minimum Turning Path for Intercity Bus (BUS-14 [BUS-45]) Design Vehicle
Chapter 2—Design Controls and Criteria
1.07 m [3.5 ft] 2.44 m [8.0 ft]
7.62 m [25.0 ft]
2.13 m [7.0 ft]
12.19 m [40.0 ft] 0
5 ft
0
10 ft
1m
2.5 m Scale
Path of front overhang if the bus is equipped with a bicycle rack Path of front overhang
Path of left front wheel
[45. PPD[ 0 ft] 14 .2 7 [4 m 6. 8 min ft] .
5
&7
>
IW@
>
P
0LQ UDG WXUQ LQ LXV J P
n.
mi 5 m t] 4 . 7 .5 f [24
I
W@
0
5 ft
0 1m
10 ft
2.5 m
Scale
2.59 m [8.5 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-6. Minimum Turning Path for City Transit Bus (CITY-BUS) Design Vehicle
2-15
A Policy on Geometric Design of Highways and Streets
3.66 m [12.0 ft]
0.79 m [2.5 ft]
6.49 m [21.3 ft] 10.91 m [35.8 ft] 0
5 ft
0
10 ft
1m
2.5 m Scale
Path of front overhang
Path of left front wheel 5
&7
>
P
0LQ UDG WXUQ LQ LXV J P
[39. PPD[ 6 ft]
2-16
I
W@
0
0
n.
mi 5 m t] 2 . 7 .8 f [23
IW@
>
5 ft
1m
10 ft
2.5 m
Scale
2.44 m [8.0 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-7. Minimum Turning Path for Conventional School Bus (S-BUS-11 [S-BUS-36]) Design Vehicle
Chapter 2—Design Controls and Criteria
3.96 m [13.0 ft]
2.13 m [7.0 ft]
6.10 m [20.0 ft] 12.19 m [40.0 ft] IW
0
0
10 ft
P
1m Scale
Path of front overhang
Path of left front wheel
[42. PPD[ 2 ft]
5
&7 IW@
>
P
0LQ UDG WXUQL Q LXV J P
>
W@
0
0
n.
mi m 1 7.7 IW@ >
I
IW 1m
10 ft
P
Scale
2.44 m [8.0 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH
Figure 2-8. Minimum Turning Path for Large School Bus (S-BUS-12 [S-BUS-40]) Design Vehicle
2-17
A Policy on Geometric Design of Highways and Streets
3.05 m [10.0 ft]
4.02 m [13.2 ft]
1.22 m [4.0 ft] 1.89 m [6.2 ft]
6.71 m [22.0 ft]
2.62 m [8.6 ft]
18.29 m [60.0 ft] 0
5 ft
0
1m
10 ft 2.5 m
Scale
Path of front overhang
Path of left front wheel
5
&7
>
IW@
>
P
0LQ UDG WXUQ LQ LXV J P
[43. PPD[ 4 ft]
2-18
IW@ 0
n.
mi 9 m t] 4 . 6 .3 f [21
5 ft
10 ft
0 1 m 2.5 m Scale
Path of right rear wheel 2.59 m [8.5 ft]
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH Ɣ$$
Figure 2-9. Minimum Turning Path for Articulated Bus (A-BUS) Design Vehicle
Chapter 2—Design Controls and Criteria
Tractor/trailer angle
tor
ac e tr
tsid
t ou
h
Pat
ron of f
tire
Steering angle
Path of overhang Path of front inside tractor tire
tp
ath
wid
CTR
ep
um im ing ax ck M ftra of
Sw
th
e
th
ire
rt
of
id ins
e ail
tr
Pa
Turning radius Turning center
Figure 2-10. Turning Characteristics of a Typical Tractor-Semitrailer Combination Truck
2-19
A Policy on Geometric Design of Highways and Streets
Maximum steering angle
Centerline Effective wheelbase turning = Sin(Max. steering angle) radius
Centerline of steering axle Effective wheelbase of tractor
2-20
Centerline of drive axle
Cen
terl
ine
turn
ing
rad
ius
Maximum steering angle
Minimum Centerline Turning Radius Calculations Figure 2-11. Computational Method for Determining the Centerline Turning Radius for Tractor-Semitrailer Combination Trucks
Chapter 2—Design Controls and Criteria
3.51 m [11.5 ft]
(Cabover)
4.57 m [15.0 ft] 3.05 m [10.0 ft]
(Conventional) VARIES
VARIES
1.28 m [4.2 ft] 1.35 m [4.4 ft]
3.08 m [10.1 ft] 3.72 m [12.2 ft]
1.32 m [4.3 ft]
1.28 m [4.2 ft] 1.35 m [4.4 ft]
5.30 m [17.4 ft] 5.94 m [19.5 ft]
1.22 m [4.0 ft]
Typical Long-Haul Tractors (Tractor-Semitrailer Configuration)
–A–
(Conventional)
2.29 m [7.5 ft]
2.29 m [7.5 ft]
VARIES
0.71 m [2.3 ft]
VARIES
3.81 m [12.5 ft]
0.91 m [3.0 ft]
1.28 m [4.2 ft] 1.35 m [4.4 ft]
3.17 m [10.4 ft] 3.81 m [12.5 ft]
0.91 m [3.0 ft]
Typical City and Short-Haul Tractors (Tractor-Semitrailer Configuration)
–B–
(Cabover) 1.98 m [6.5 ft] VARIES
3.35 m [11.0 ft]
0.71 m [2.3 ft]
0.71 m [2.3 ft]
Typical Tractor for Double and Triple Configuration
–C–
(Cabover)
(Conventional)
1.98 m [6.5 ft]
VARIES
1.28 m [4.2 ft] 1.35 m [4.4 ft]
2.90 m [9.5 ft]
VARIES
3.08 m [10.1 ft] 3.72 m [12.2 ft]
1.28 m [4.2 ft]
0.71 m [2.3 ft] 1.35 m [4.4 ft]
4.69 m [15.4 ft] 5.33 m [17.5 ft]
Typical Tractors for Rocky Mountain Double and Turnpike Double Configuration
–D–
Figure 2-12. Lengths of Commonly Used Truck Tractors
0.71 m [2.3 ft]
2-21
A Policy on Geometric Design of Highways and Streets
10.06 m [33.0 ft] 1.37 m [4.5 ft]
0.20 m [0.7 ft]
2.29 m [7.5 ft] 0.91 m [3.0 ft]
7.77 m [25.5 ft]
1.01 m [3.3 ft]*
0.71 m [2.3 ft]
3.81 m [12.5 ft]
0.91 m [3.0 ft]
12.19 m [40.0 ft] 13.87 m [45.5 ft] * Typical tire size and space between tires applies to all trailers
0
5 ft
0
10 ft
1m
2.5 m Scale
Path of left front wheel
Path of front overhang &7 5
[40. PPD 8 ft] [
2-22
W@
0
n.
mi 8 m t] 8 . 5 .3 f [19
IW@
I
>
>
P
0LQ UDG WXUQ LXV L QJ P
5 ft
0 1m
10 ft 2.5 m
Scale
2.44 m [8.0 ft]
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH Ɣ$$
Figure 2-13. Minimum Turning Path for Intermediate Semitrailer (WB-12 [WB-40]) Design Vehicle
Chapter 2—Design Controls and Criteria
14.63 m [48.0 ft] 1.37 m [4.5 ft]
4.57 m [15.0 ft]
12.50 m [41.0 ft]
0.76 m [2.5 ft]
1.28 m [4.2 ft]
1.22 m [4.0 ft]
1.35 m [4.4 ft]
5.30 m [17.4 ft] 5.94 m [19.5 ft]
1.22 m [4.0 ft]
19.05 m [62.5 ft] 21.03 m [69.0 ft] 0
5 ft
0
1m
10 ft
2.5 m
Scale
Path of front overhang
5
&7
[46. PPD[ 3 ft]
Path of left front wheel
IW@
>
P
0LQ UDG WXUQ 13. LXV LQJ [44 66 m .8 f t]
2.25 m min. [7.4 ft]
0
5 ft
0 1m
10 ft 2.5 m
Scale
Path of right rear wheel
Ɣ0D[VWHHULQJDQJOHLV Ɣ&75 &HQWHUOLQHWXUQLQJ UDGLXVDWIURQWD[OH Ɣ$$ 2.59 m [8.5 ft]
Figure 2-14. Minimum Turning Path for Interstate Semitrailer (WB-19 [WB-62]) Design Vehicle
2-23
A Policy on Geometric Design of Highways and Streets
16.15 m [53.0 ft]
4.57 m [15.0 ft
13.87 m [45.5 ft]
1.37 m [4.5 ft]
0.91 m [3.0 ft]
1.28 m [ 4.2 ft ]
1.22 m [4.0 ft]
1.35 m [4.4 ft] 20.42 m [67.0 ft]
5.30 m [17.4 ft
1.22 m [4.0 ft]
5.94 m [19.5 ft]
22.40 m [73.5 ft] 0
5 ft
0
10 ft
1m
2.5 m
Scale
...