3f. taxiway design 2014 - purdue university...2/14/14 2 ac 150/5300-13 chg 17 9/30/2011 44 chap 4...
TRANSCRIPT
2/14/14
1
CE 563 Airport Design
Reference: AC 150/5300-‐13A
AC 150/5300-‐13A, Chapter 4 Taxiway elements
Parallel taxiway Entrance taxiway Exit taxiway Taxiway intersections Holding bays
AC 150/5300-13 CHG 17 9/30/2011
44 Chap 4
OUTER COMMON CURVE
C RUNWAY
C TAXIWAY
L
L
Figure 4-5. Entrance taxiway
OUTER COMMON CURVE
BYPASS TAXIWAY ENTRANCE TAXIWAY
NO TAXIWAYISLAND
C RUNWAY
C TAXIWAY
L
L
Figure 4-6. Bypass taxiway & Entrance Taxiway
2/14/14
2
AC 150/5300-13 CHG 17 9/30/2011
44 Chap 4
OUTER COMMON CURVE
C RUNWAY
C TAXIWAY
L
L
Figure 4-5. Entrance taxiway
OUTER COMMON CURVE
BYPASS TAXIWAY ENTRANCE TAXIWAY
NO TAXIWAYISLAND
C RUNWAY
C TAXIWAY
L
L
Figure 4-6. Bypass taxiway & Entrance Taxiway
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 45
C RUNWAY
C TAXIWAY
L
L
C TAXIWAYL
C TAXIWAYL
C RUNWAYL
C TAXIWAYL
Figure 4-7. Dual parallel taxiway entrance
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 45
C RUNWAY
C TAXIWAY
L
L
C TAXIWAYL
C TAXIWAYL
C RUNWAYL
C TAXIWAYL
Figure 4-7. Dual parallel taxiway entrance
2/14/14
3
!"#$"#%&#' ()'&*%"*+%%,&+('
&#&'
-./! 012'341256'78985:;<'1='.12'54125':98<2:=:89':<'2.8'>(('(:?41?2'@:A;?AB5'2.A2'BAC':<D?8A58'2.8'?:5E'1='?F<GAC':<DF?5:1<5':5'A'4?:1?:2C'G.8<'2.8'A551D:A289'?F<GAC'1?'2AH:GAC':5'5FIJ8D2'21'?8D1<52?FD2:1<'1?'?8.AI:K:2A2:1<6'L2.8?'<1<,52A<9A?9'2AH:GAC'985:;<'8K8B8<25'5.1FK9'I8'D1??8D289'A5'511<'A5'4?AD2:DAIK86'
!"#! )11?9:<A2:1<6'(<'8==:D:8<2'2AH:GAC'5C528B'DA<'1<KC'I8'985:;<89'G:2.'E<1GK89;8'1='148?A2:1<AK'?8MF:?8B8<256')11?9:<A2:1<'G:2.'2.8'A:?41?2N5'(:?41?2'O?A==:D')1<2?1K'O1G8?'-(O)O/'48?51<<8K':5'8558<2:AKP'8548D:AKKC'A2'IF5:8?'A:?41?25'G:2.'4A?AKK8K'?F<GAC5'A<9'BFK2:4K8'A4?1<5P'A<9'G.8?8'984A?2F?8'MF8F85'A?8'D1BB1<'A<9':<I1F<9'A<9'1F2I1F<9'2?A==:D'D1FK9'D1<=K:D26'
!$#! L48?A2:1<AK'78MF:?8B8<26').A<;85':<'2AH:GAC';81B82?C':<'?8541<58'21'(:?'O?A==:D'148?A2:1<AK'<8895'BF52'I8'A<AKCQ89'=1?'4155:IK8'8==8D25'1<'?F<GAC':<DF?5:1<56')11?9:<A28'G:2.'2.8'3A=82C'7:5E'RA<A;8B8<2'-37R/'28AB'G.8<'A<AKCQ:<;'4?141589'2AH:GAC';81B82?C6'388'L?98?'*#%%6&&'=1?'4?1J8D25'G:2.:<'2.8'B1S8B8<2'A?8A6'
%&'(! )*+,-*./012,3,4,536(/
388'4A?A;?A4.'&%#'=1?'982A:K89'98=:<:2:1<56'
'754168/
&6' >1?'9:B8<5:1<'R'A<9'9:B8<5:1<'T'SAKF85P'588'OAIK8'U,#6'#6' 388'(448<9:H'&'=1?')RV'A<9'RVT'9A2A6'
9,:;<1/%=$(/)*+,-*./10:1/6*214./>*<:,3/53/64<*,:?4/61:>134/
"#"$%&'!'#()&*!+,)-!."(+/
0"
'1,!2&3')*",!4,'5,,*!#6'3&2,!#7!'&-,38
*#',39!
!:8!!!()&*!+,)-!5&2'1!)3!2,7&*,2!&*!'1&3!)"!&3
');&5)<%)=,(,*'5&2'1!.5/
()&*!+,)-5&2'1!.(+5/
');&5)<!,2+,!3)7,'<!()-+&*
.(/
');&5)<!,2+,!3)7,'<!()-+&*
.(/!"#$"#%&#' ()'&*%"*+%%,&+('
&&*'
!"#$%&'()*! +#,-.#/(#01(+#,-2#0&(3&4-50(
)67*! 8&0&'#2*((
-./0'1.23456'36505740'4.5'850/97'042782680':;6'42</=2>0'278'42</?2750@'A4'36;B/850'9C/82715';7'651;DD57858'42</=2>'278'42</?275'?2>;C40'4;'57.2715'02:54>'E>'2B;/8/79'6C7=2>'/71C60/;70@'-2</=2>'4C670'278'/74560514/;70'265'850/9758'4;'572E?5'02:5'278'5::/1/574'42<//79'E>'2/63?2750'=./?5'D/7/D/F/79'5<1500'32B5D574@'G</04/79'42</=2>'95;D546>'0.;C?8'E5'/D36;B58'=.575B56':520/E?5H'=/4.'5D3.20/0';7'I.;4'03;40@J'-;'4.5'5<4574'36214/12E?5H'4.5'65D;B2?';:'5</04/79'32B5D574'D2>'E5'75150026>'4;'1;66514'1;7:C0/79'?2>;C40@''
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
'
=-5:'&()>7*(+#,-.#/(3&4-50(8'9:$4(;+384<'
?*! 3&4-50(@&%"91*'
;7<! -2</'P54.;8@'-2</=2>0'265'850/9758':;6'I1;1R3/4';B56'157456?/75J'42<//79'=/4.'32B5D574'E5/79'0C::/1/574?>'=/85'4;'2??;='2'15642/7'2D;C74';:'=27856@'-.5'2??;=2715':;6'=27856'/0'36;B/858'E>'4.5'I42</=2>'5895'02:54>'D269/7HJ'=./1.'/0'D520C658':6;D'4.5';C40/85';:'4.5'?278/79'9526'4;'4.5'42</=2>'5895@'(85WC245'32B5D574':/??540'0.;C?8'E5'36;B/858';7'4C670'4;'570C65'4.5'365016/E58'42</=2>'5895'02:54>'D269/7'/0'D2/742/758'=.57'4.5'3/?;4'9C/850'4.5'2/6162:4'26;C78'4C670'=./?5'4.5'1;1R3/4':;??;=0'4.5'157456?/75@'IXC89D5742?';B5604556/79HJ'=.565'4.5'3/?;4'
!"!#$%&'&"'()%*'+,)-'./,,&0
1
21''
31''
41''
51''
611''
621''
631''
1''
641''
&7+86 &7+82 &7+83
&7+89
&7+8:
&7+84 &7+8;
61 21 91 31 :1 41()%*'+,)-'<%7&='./,,&0
!"#$%&'%(&&)$(!# *'+,'+&$+#
$+-#
!"#$%&'()*&+%,-./&,0"/1"21,&#",%1&3/&4-25$"/%&+%,-./&62375&84+69&
:!;<&+:<&./00#
123450#()+69#
4+6&
:& ::& :::& :=& =& =:&
!4>:?4@&ABC!;D!:CE# # #
7/!# 8# -*#9:#.$%#;<#
=*#9:#.+-#;<#
$$,#9:#.(6#;<#
$=$#9:#.%+#;<#
+$-#9:#.6%#;<#
+6+#9:#.,&#;<#
7>?2@>A#B1!# # ,*#9:#.+=#;<#
$($#9:#.-&#;<#
$,6#9:#.%=#;<#
+%*#9:#.=*#;<#
(+	:#.*,#;<#
(,6#9:#.$$,#;<#
7>?2C>D0#B1!# # =*#9:#.+-#;<#
$$%#9:#.(%#;<#
$6+#9:#.-*#;<#
++%#9:#.6*#;<#
+=6#9:#.,-#;<#
((-#9:#.$&+#;<#
!4>:?4@&F;A4B4!:CE# # #!"#$%"&'()*+),-$*)'+.#E>5>CC0C#7>?2@>A'7>?2C>D0#"0D:05C2D0#$# F# =	:#
.+$#;<#$&%#9:#.(+#;<#
$%+#9:#.-6G%#;<#
+$%#9:#.6%G%#;<#
+6=#9:#.,$#;<#
(+-#9:#.**#;<#
!"#$%"&'()*+),-$*)'+.#12?0H#I5#JIK>LC0#BLM0N:## O# --G%#9:#
.$(G%#;<#6%G%#9:#.+&#;<#
*(#9:#.+,G%#;<#
$+*G%#9:#.(*G%#;<#
$6	:#.-,G%#;<#
$*(#9:#.%*#;<#
!"#$-"*)'()*+),-$*)'+.#E>5>CC0C#7>?2C>D0#"0D:05C2D0#$# # 6-#9:#
.$*G%#;<#*=#9:#
.+*G%#;<#$-	:#.-+G%#;<#
$*,#9:#.6&#;<#
+-%#9:#.=-G%#;<#
+*,#9:#.*$#;<#
!"#$-"*)'()*+),-$*)'+.#12?0H#I5#JIK>LC0#BLM0N:# # (*G%#9:#
.$+#;<#%=G%#9:#.$=G%#;<#
,$#9:#.+-G%#;<#
$$+G%#9:#.(-#;<#
$(,#9:#.-+#;<#
$6=#9:#.%$#;<#
?:E6!:A&DG;4B4ED;& # # # # # # #7>?2@>A#P2D3:2Q#"C0>5>DN0# # +	:#
.6#;<#+6#9:#.,#;<#
(-#9:#.$&G%#;<#
--#9:#.$(G%#;<#
%(#9:#.$6#;<#
6+#9:#.$*#;<#
7>?2C>D0#P2D3:2Q#"C0>5>DN0# # $%#9:#.-G%#;<#
$,#9:#.%G%#;<#
+(#9:#.6G%#;<#
+=#9:#.,#;<#
($#9:#.*G%#;<#
(6#9:#.$$#;<#
E30%H&&)*&&7R0S0#K>C40S#>50#L>S0H#ID#@2D3:2Q#NC0>5>DN0SG#T9#$,&#H03500#:45DS#L0:@00D#Q>5>CC0C#:>?2@>AS#>50#D00H0HU#4S0#:R2S#H2;0DS2ID#I5#:R0#H2;0DS2ID#SQ0N2920H#2D#7>LC0#-)+U#@R2NR0K05#2S#C>5305G#
!"#$%&'(I*&+%,-./&,0"/1"21,&#",%1&3/&!"J-K"L&+%,-./&62375&8!+69&
:!;<&+:<&./00#
123450#-)=<&
!+6&
)& I& M& '& N& O& P&
7>?2@>A#P2H:R# P# +%#9:#.=G%#;<#
(%#9:#.$&G%#;<#
%	:#.$%#;<#
%	:#.$%#;<#
=%#9:#.+(#;<#
=%#9:#.+(#;<#
,+#9:#.+%#;<#
7>?2@>A#8H30#/>90:A#J>532D## J# %#9:#.$G%#;<#
=G%#9:#.+#;<#
$	:#.(#;<#
$	:#.(#;<#
$%#9:#.%#;<#
$%#9:#.%#;<#
$%#9:#.%#;<#
7>?2@>A#/RI4CH05#P2H:R# # $	:#.(#;<#
$	:#.(#;<#
+	:#.6#;<#
+	:#.6#;<#
+%#9:#.=G%;<#
(%#9:#.$&G%#;<#
-	:#.$+#;<#
7>?2@>A'7>?2C>D0#"0D:05C2D0#:I#E>5>CC0C#7>?2@>A'7>?2C>D0#"0D:05C2D0#$#
F# =	:#.+$#;<#
=	:#.+$#;<#
$6	:#.-*#;<#
$6	:#.-*#;<#
+-	:#.=(#;<#
(%	:#.$&=#;<#
(%	:#.$&=#;<#
!4>:?4@&Q:GG;!&+:<;EF:CEF# # /00#7>LC0#-)(U#7>LC0#-)-U#7>LC0#-)%U#7>LC0#-)6U#
#7>LC0#-)=#>DH#7>LC0#-),#E30%H&&)*&&VS0#:R2S#H2;0DS2ID#I5#:R0#H2;0DS2ID#SQ0N2920H#2D#7>LC0#-)$U#@R2NR0K05#2S#C>5305U#@R0D#$,&#H03500#:45DS#
L0:@00D#Q>5>CC0C#:>?2@>AS#>50#50W4250HG#
2/14/14
4
!"#$%&'%(&&)$(!# *'+,'+&$+#
$+-#
!"#$%&'()*&+%,-./&,0"/1"21,&#",%1&3/&4-25$"/%&+%,-./&62375&84+69&
:!;<&+:<&./00#
123450#()+69#
4+6&
:& ::& :::& :=& =& =:&
!4>:?4@&ABC!;D!:CE# # #
7/!# 8# -*#9:#.$%#;<#
=*#9:#.+-#;<#
$$,#9:#.(6#;<#
$=$#9:#.%+#;<#
+$-#9:#.6%#;<#
+6+#9:#.,&#;<#
7>?2@>A#B1!# # ,*#9:#.+=#;<#
$($#9:#.-&#;<#
$,6#9:#.%=#;<#
+%*#9:#.=*#;<#
(+	:#.*,#;<#
(,6#9:#.$$,#;<#
7>?2C>D0#B1!# # =*#9:#.+-#;<#
$$%#9:#.(%#;<#
$6+#9:#.-*#;<#
++%#9:#.6*#;<#
+=6#9:#.,-#;<#
((-#9:#.$&+#;<#
!4>:?4@&F;A4B4!:CE# # #!"#$%"&'()*+),-$*)'+.#E>5>CC0C#7>?2@>A'7>?2C>D0#"0D:05C2D0#$# F# =	:#
.+$#;<#$&%#9:#.(+#;<#
$%+#9:#.-6G%#;<#
+$%#9:#.6%G%#;<#
+6=#9:#.,$#;<#
(+-#9:#.**#;<#
!"#$%"&'()*+),-$*)'+.#12?0H#I5#JIK>LC0#BLM0N:## O# --G%#9:#
.$(G%#;<#6%G%#9:#.+&#;<#
*(#9:#.+,G%#;<#
$+*G%#9:#.(*G%#;<#
$6	:#.-,G%#;<#
$*(#9:#.%*#;<#
!"#$-"*)'()*+),-$*)'+.#E>5>CC0C#7>?2C>D0#"0D:05C2D0#$# # 6-#9:#
.$*G%#;<#*=#9:#
.+*G%#;<#$-	:#.-+G%#;<#
$*,#9:#.6&#;<#
+-%#9:#.=-G%#;<#
+*,#9:#.*$#;<#
!"#$-"*)'()*+),-$*)'+.#12?0H#I5#JIK>LC0#BLM0N:# # (*G%#9:#
.$+#;<#%=G%#9:#.$=G%#;<#
,$#9:#.+-G%#;<#
$$+G%#9:#.(-#;<#
$(,#9:#.-+#;<#
$6=#9:#.%$#;<#
?:E6!:A&DG;4B4ED;& # # # # # # #7>?2@>A#P2D3:2Q#"C0>5>DN0# # +	:#
.6#;<#+6#9:#.,#;<#
(-#9:#.$&G%#;<#
--#9:#.$(G%#;<#
%(#9:#.$6#;<#
6+#9:#.$*#;<#
7>?2C>D0#P2D3:2Q#"C0>5>DN0# # $%#9:#.-G%#;<#
$,#9:#.%G%#;<#
+(#9:#.6G%#;<#
+=#9:#.,#;<#
($#9:#.*G%#;<#
(6#9:#.$$#;<#
E30%H&&)*&&7R0S0#K>C40S#>50#L>S0H#ID#@2D3:2Q#NC0>5>DN0SG#T9#$,&#H03500#:45DS#L0:@00D#Q>5>CC0C#:>?2@>AS#>50#D00H0HU#4S0#:R2S#H2;0DS2ID#I5#:R0#H2;0DS2ID#SQ0N2920H#2D#7>LC0#-)+U#@R2NR0K05#2S#C>5305G#
!"#$%&'(I*&+%,-./&,0"/1"21,&#",%1&3/&!"J-K"L&+%,-./&62375&8!+69&
:!;<&+:<&./00#
123450#-)=<&
!+6&
)& I& M& '& N& O& P&
7>?2@>A#P2H:R# P# +%#9:#.=G%#;<#
(%#9:#.$&G%#;<#
%	:#.$%#;<#
%	:#.$%#;<#
=%#9:#.+(#;<#
=%#9:#.+(#;<#
,+#9:#.+%#;<#
7>?2@>A#8H30#/>90:A#J>532D## J# %#9:#.$G%#;<#
=G%#9:#.+#;<#
$	:#.(#;<#
$	:#.(#;<#
$%#9:#.%#;<#
$%#9:#.%#;<#
$%#9:#.%#;<#
7>?2@>A#/RI4CH05#P2H:R# # $	:#.(#;<#
$	:#.(#;<#
+	:#.6#;<#
+	:#.6#;<#
+%#9:#.=G%;<#
(%#9:#.$&G%#;<#
-	:#.$+#;<#
7>?2@>A'7>?2C>D0#"0D:05C2D0#:I#E>5>CC0C#7>?2@>A'7>?2C>D0#"0D:05C2D0#$#
F# =	:#.+$#;<#
=	:#.+$#;<#
$6	:#.-*#;<#
$6	:#.-*#;<#
+-	:#.=(#;<#
(%	:#.$&=#;<#
(%	:#.$&=#;<#
!4>:?4@&Q:GG;!&+:<;EF:CEF# # /00#7>LC0#-)(U#7>LC0#-)-U#7>LC0#-)%U#7>LC0#-)6U#
#7>LC0#-)=#>DH#7>LC0#-),#E30%H&&)*&&VS0#:R2S#H2;0DS2ID#I5#:R0#H2;0DS2ID#SQ0N2920H#2D#7>LC0#-)$U#@R2NR0K05#2S#C>5305U#@R0D#$,&#H03500#:45DS#
L0:@00D#Q>5>CC0C#:>?2@>AS#>50#50W4250HG#
AC 150/5300-‐13A, Figure 4-‐2
!"#$"#%&#' ()'&*%"*+%%,&+('
&#+'
'
!"#$%&'()*+',"-#."/'01&2%2-0&')'/2%211&1'.23"4256'
!"#$%"&'()*+,+#(*
-*&+,+%".#'/"-%+#(*
%+0"!+1'(''%.'%+0"!+1'(
))
(''%+0"!+1)
(''%+0"!+1)
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 47
C TAXIWAYL
C TAXIWAYL
Figure 4-10. Crossover Taxiway
C RUNWAY
C TAXIWAY
L
L
Figure 4-11. Right-angled Exit Taxiway
2/14/14
5
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 47
C TAXIWAYL
C TAXIWAYL
Figure 4-10. Crossover Taxiway
C RUNWAY
C TAXIWAY
L
L
Figure 4-11. Right-angled Exit Taxiway
AC
150/5300-13 CH
G 17
9/30/2011
48
Chap 4
25' [7.5 M] R
800' [250 M] R
30°
TRAFFIC FLOW
C TAXIWAYL
LC RUNWAY
25' [7.5 M] R
Figure 4-12. A
cute-angled Exit T
axiway
Depends on: Aircraft mixture Approach and touchdown speeds Point of touchdown Exit speed Deceleration rate Pavement surface condition Number of exits Location of runways relative to terminal
2/14/14
6
Aircraft crosses threshold Main gear down Nose gear down (≈3 seconds after main gear) Braking/reverse thrust Reduce speed to exit velocity (≈5 ft/s2)
MG
Dow
n
Thre
shol
d
DTD
NG
Dow
n
Exi
t Spe
ed
D DE
Touchdown velocity (VTD) is 1.3 times the stall speed DTD
≈1,ooo ft for general aviation aircraft ≈1,500 ft for commercial aircraft
D = DTD +DE
DE =VTD2 !VE
2
2a
VTD = Touchdown velocity VE = Exit velocity a = Deceleration rate
Given VTD = 70 kts VE = 20 mph a = 5 ft/s2
Find D for a general aviation aircraft
Solution D = 2,312 ft
2/14/14
7
Aircraft Type
Touchdown Speed, kts
Exit Speed, 60 mph
Exit Speed, 15 mph
Exit Location, ft GA Single 60 2,400 1,800 GA Twin 95 2,800 3,500 Large Jet 130 4,800 5,600 Heavy Jet 140 6,400 7,100
Runway length up to 7,000 ft for categories C, D, E Exit 3,000 ft from arrival threshold Exit 2,000 ft from stop end
Runway longer than 7,000 ft Intermediate exits every 1,500 ft
Runway for categories A, B Exit 1,500-‐2,000 ft from arrival threshold
Nose wheel-‐on-‐centerline Can be hard to accomplish with some aircraft
Maintain cockpit over the centerline Preferred method Takes more pavement
Judgmental over-‐steering ▪ Nose gear follows path offset outward of CL ▪ Least amount of widening ▪ Longer occupancy time
2/14/14
8
Entrance taxiway is also a final exit taxiway L-‐shape (right angle)
Design CL radius of 200 ft allows entrance at 20 mph Edge safety margins
By-‐pass Intersections
Use custom fillets if not within safety margins
AC 150/5300-13 CHG 17 9/30/2011
Chap 4
40
W
L
W
L
R
TAXIWAY CL
LTAXIWAY C
FL
W
L
W
F RL
W
L
W
CL
(b)
= multiples of
(c) (d)
Example of 3 - Node Principle
30°, 45°, or 90°
F
R
(a)
Figure 4-1. Taxiway to taxiway intersection details
AC 150/5300-13 CHG 17 9/30/2011
Chap 4
40
W
L
W
L
R
TAXIWAY CL
LTAXIWAY C
FL
W
L
W
F RL
W
L
W
CL
(b)
= multiples of
(c) (d)
Example of 3 - Node Principle
30°, 45°, or 90°
F
R
(a)
Figure 4-1. Taxiway to taxiway intersection details
AC 150/5300-13 CHG 17 9/30/2011
Chap 4
40
W
L
W
L
R
TAXIWAY CL
LTAXIWAY C
FL
W
L
W
F RL
W
L
W
CL
(b)
= multiples of
(c) (d)
Example of 3 - Node Principle
30°, 45°, or 90°
F
R
(a)
Figure 4-1. Taxiway to taxiway intersection details
AC 150/5300-13 CHG 17 9/30/2011
Chap 4
40
W
L
W
L
R
TAXIWAY CL
LTAXIWAY C
FL
W
L
W
F RL
W
L
W
CL
(b)
= multiples of
(c) (d)
Example of 3 - Node Principle
30°, 45°, or 90°
F
R
(a)
Figure 4-1. Taxiway to taxiway intersection details
2/14/14
9
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 43
(c) Taxiway intersection exceeds "3-node" concept (d) Taxiway intersecting two or more runways
APRON
TAXIWAY J
TAXIWAY P
TAXI
WAY
N
TAXI
WAY
P
TAXIWAY C
4
RUNWAY RU
NWAY
APRON
TAXIWAY J
TAXIWAY L
RUNWAY
RUNWAY
RUNWAY
TAXIWAY L1
TAXIWAY J
TAXIWAY J
AP
RO
N
TAXI
WAY
A
TAXI
WAY
R
TAXI
WAY
R
TAX
IWA
Y P
RUNWAY
TAXIWAY J
TAXIWAY K
(b) Extra-wide throated taxiway without
TERMINAL APRON
N2
N3
BOARDINGAREA D
TAXIWAYJ4
TAXIWAY
(a) Taxiway crossing high-speed exit andWide throated runway entrance
RU
NW
AY
TAX
IWA
Y
TAX
IWA
Y
B4
TAX
IWA
Y J
5
TAXIWAY K
TAXIWAY J5
directly to parallel taxiways and runways"No Taxi" islands leading from the apron
Figure 4-3. Problematic taxiway geometry that is not recommended for construction
AC 150/5300-13 CHG 17 9/30/2011
Chap 4 43
(c) Taxiway intersection exceeds "3-node" concept (d) Taxiway intersecting two or more runways
APRON
TAXIWAY J
TAXIWAY P
TAXI
WAY
N
TAXI
WAY
P
TAXIWAY C
4
RUNWAY RU
NWAY
APRON
TAXIWAY J
TAXIWAY L
RUNWAY
RUNWAY
RUNWAY
TAXIWAY L1
TAXIWAY J
TAXIWAY J
AP
RO
N
TAXI
WAY
A
TAXI
WAY
R
TAXI
WAY
R
TAX
IWA
Y P
RUNWAY
TAXIWAY J
TAXIWAY K
(b) Extra-wide throated taxiway without
TERMINAL APRON
N2
N3
BOARDINGAREA D
TAXIWAYJ4
TAXIWAY
(a) Taxiway crossing high-speed exit andWide throated runway entrance
RU
NW
AY
TAX
IWA
Y
TAX
IWA
Y
B4
TAX
IWA
Y J
5
TAXIWAY K
TAXIWAY J5
directly to parallel taxiways and runways"No Taxi" islands leading from the apron
Figure 4-3. Problematic taxiway geometry that is not recommended for construction