cycle lane
TRANSCRIPT
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SEMINAR COURSECVQ301BICYCLE LANE
Presented by:Khsh!r"# B"!r$"%013CE103&%
S'er(!s)r:Pr)*+ K+R"#",h"-e'"rt#ent )* CEn/!neer!n/ II -
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Intr)d,t!)nVeh!,."r
E#!ss!)nsC"rb)n d!)2!de
Entr"'s sn.!/ht
re4e,ted b",5 *r)#e"rth R!se !n te#'
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Need )* se'"r"te."nes
P)'."t!)n ,enss )*%010
" 3& 6 rb"nh)seh).ds #)t)r!7ed
t$) $hee.er b 8+9 6 rb"nh)seh).ds
#)t)r!7ed *)r$hee.er
C)n/est!)n
In,N#bersRed,ed P)..t!)n
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196 E#!ss!)n !s *r)#(eh!,.es
C"n be red,ed bys!n/ n)n #)t)r!7ed
(eh!,.es
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Need )* Cy,.e L"ne
• A ,"r re
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B!,y,.e L"ne "nd -es!/n P"r"#eters
Sr(ey )* the ,)n,ern "re" by Pers)n". !nter(!e$
Retrn ')st ,"rd #eth)d
Red s!/n #eth)d
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Cycle track
Separate cycle track peak hour cycle traffic > 400 Veh/hour an
vehicle traffic 100 to 200 veh/hour
Design ara!eters
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"ane Capacity
Width of cycle track
One way trac Two way trac
$) L"ne %000 t) &000 &00 t) %000
hree L"ne O(er &000 %000 t) &000
)r L"ne O(er &000
Capacity(Veh/Day)
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#ypes of cycle tracks
• A.)n/ the #"!n ,"rr!"/e$"y Ad)!n!n/ ,y,.e tr",5 N)t 're*erred
R"!sed Cy,.e tr",5 by 9#
ree ,y,.e tr",5
• Inde'endent )* the ,"rr!"/e$"y
A *ree )ne $"y ,y,.e tr",5 )n e",h s!de )* the ,"rr!"/e$"ybe 're*erred+
Kerb sh).d be "()!ded +
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B!,y,.e ."ne ne"r the *))t'"th
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ree ,y,.e tr",5
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$aised Cycle track
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Dr"d!ents
• I* the /r"d!ent !s 1: "nd .en/th )* /r"de !s Y the(".e )* the #"2!## .en/th #"y be "''r)2!#")bt"!ned *r)# the *)r#."
/!(en by IRC
Y F %G10
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S!/ht -!st"n,e
• A ,y,.!st sh).d h"(e " ,.e"r (!e$ )* n)t .ess th"
• In ,"se )* Dr"d!ents !t sh).d n)t be .ess th"n =0
• S!/ht d!st"n,e ,"n be ,".,."ted "s: St)''!n/ S!/ht -!st"n,e SS-
O(ert"5!n/ S!/ht -!st"n,e OS-
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>!dth )* P"(e#ent
• P"(e#ent sh).d be 4e2!b.e
• M!n!## $!dth F %#
• I* )(ert"5!n/ !s 'r)(!ded ? #!n!## $!dth sh).d be 3#
• )r e",h "dd!t!)n". ."ne 1 # !s "dded
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h!,5ness )* the P"(e#ent CBR est
h!,5ness )* s)!.."yer
>here P F $hee. .)"d 5/
AF C)nt",t "re" bet$een tyre "nd
π
A
CBR
P T −=
(%)
75.1
100n) penetratio5mmor2.5mmsoil(forstd. bytakenload
n) penetratio5mmor2.5mmsoil(for bytakenLoad Value(%)CB ×=
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C.e"r"n,e
• H)r!7)nt". C.e"r"n,e %t underpasses and si!ilar other situations a
clearance of 2& c! should 'e allo(ed on each side
• Vert!,". ,.e"r"n,e
%t underpasses !ini!u! head*roo! visi'ility sh
2)2& !etres
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Cy,.e r",5 )n Br!d/e
•.. $!dth ,y,.e tr",5 sh).d be 'r)(!ded
• R"!.!n/ "nd '"r"'et sh).d be 'r)(!ded *)r s"*ety 'r')
R)"d Cr)ss!n/s
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R)"d Cr)ss!n/s
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R!d!n/ Sr*",e And L!/hten!n/
•H!/h
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Cy,.e L"ne S!/n
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Ad("nt"/es
• edestrians and cyclists re+uire less space than other vehicles• ,ncreases the road capacity
• "ess congestion on the road
• -.# provides personal flei'le and inepensive !o'ility)
• ,!proves visi'ility
• nviron!ental safety
• ealth 'enefits
• !ergency purpose
• cono!ical for lo( distance trip and ti!e saving
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Pr)b.e#s
• L",5 )* s'",e
• S"*ety !sses "t the !nterse,t!)ns
• Pe)'.e #"y se th!s *)r '"r5!n/
• >e"ther ,)nd!t!)ns s'e,!"..y s##er "nd r"!ny se"s)n
• L",5 )* "$"reness
• L",5 )* /)(t+ !nterest de t) n"n,!". 'r)b.e#s
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Re*eren,es
• RIPP+ %00&+ First Delhi BRT Corridor-A Design Summary. Retr!e(ed M"y 1
*r)# htt':GGtr!''+!!td+ernet+!nGde.h!brtsGbrtsGh,bsGh,bsGBRdes!/ns#+'d*
• !$"r!? D+ "nd J"!n? H+ %00+ B!,y.es !n Urb"n Ind!"? Institute of Urban Tran "ournal? -e,e#ber? ''+ &8=+ Retr!e(ed -e,e#ber 13? %00? *r)# htt':GGtr!''+!!td+ernet+!nG'b.!,"t!)nsG'"'erG'."nn!n/Gb!,.e6%0!n6%0!nd!"IUh!#
• IRC C)de
http://tripp.iitd.ernet.in/delhibrts/brts/hcbs/hcbs/BRTdesignsum.pdfhttp://tripp.iitd.ernet.in/publications/paper/planning/bicle%20in%20india-IUT-himani.o.pdfhttp://tripp.iitd.ernet.in/publications/paper/planning/bicle%20in%20india-IUT-himani.o.pdfhttp://tripp.iitd.ernet.in/publications/paper/planning/bicle%20in%20india-IUT-himani.o.pdfhttp://tripp.iitd.ernet.in/publications/paper/planning/bicle%20in%20india-IUT-himani.o.pdfhttp://tripp.iitd.ernet.in/publications/paper/planning/bicle%20in%20india-IUT-himani.o.pdfhttp://tripp.iitd.ernet.in/delhibrts/brts/hcbs/hcbs/BRTdesignsum.pdfhttp://tripp.iitd.ernet.in/delhibrts/brts/hcbs/hcbs/BRTdesignsum.pdfhttp://tripp.iitd.ernet.in/delhibrts/brts/hcbs/hcbs/BRTdesignsum.pdf
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