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PROJE T DE FIN DE rUDES
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DirecteurduP.Loj~
Auteur:Genie :Date
Alioune NdlayeCivilJuin 87
Samba Dictlo
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INTRODUCTioN
eTUDE DU TRAFi e
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48
.AXE DU PROJET: CHEIKH ANTA DIOP - BLAISE DIAGNE
REPRESENTATION DES CARREFOURS
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OUAI<AM X GUEULE TAPEE
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BL.AISE DIAGNE 33
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.IIlIA "0". Il,000''1
O~t. 1,000 1.04 r •or 1." 1.14 1.11
'.... 1.01 LOS 1.01 '.U t , 'S., ... ... r.ee 1.0' '01 1. '1
'DO O." '0... 1.01 ,01 1.0•m 0." ~.. '.00 .., '.DI... .10 ... .u ,.. I.CI
". o.lr e.10 0.'4 .u 1.01,.. 0.14 0.1f ." 0.'4 O."
" .., ... O... 0.1l O."
z •ww
"ul';
"":~ .'"",."}
~ :'>~
~
0>x040
".......
••••10 10 40
CURB_TO_CURS APPROACH WIOTH cn)..
-&O.lUSrI.[N' '011 "'I:IU_MOUR rAc:rOIl AND lIIII[tIl01l'0\,lT." 110111& 1111
.I!;TIIO"'OLIT"" "1"11:_"011111 ,.çrOIl&A[A "Oill' Il,000'51 .,. ... 0.10 ... O.tO 0.15 .... -
OYl:iIt 1,000 , .. 1.05 I.Ot '" 1,1' LI. 1.1''.... O.U 1.01 1.07 1." 1.11 1.11 I.tl
• ... O.... O." .... 1.0. 1.'4 1.18 LU
••• ... O." 1.01 1.01 1.11 1." 1.11m O." 0.15 ... 1.05 ....
l. " 1. '1... ... 0.10 0.11 .... 1.05 .... 1,15
'" 0.11 0,17 .... 0.17 1.0' 1.01 l,II,.. ••• ... O." O.,. O." 1.04 LOI.. 0.77 ... 0.17 D.n O.U 1.01 1.01
1,AOJUS''''I'''' rOll LotAUO'" VIl'''4111 _tUlOPOlIU." .UI!"
eUIT. '''SIIU:'' O'S' ....):/'1IUNDI 110111& ....
/OU"',YIIIO lUS. 01". 1.' ,II[SIO['"'.''' AItIA I.rs
•
~!' il/ '/ V, j,;~ t:x;
/ V/ ./. ~~
~~~:V·
• /
~~~~
~~· ~eONOIHOJl1,
11I0lf' "'IllIlS _ 10%LI"" TUIlKt _ 10%
TRUÇIl' ""'0ft.lloue" IUln_,,,,
LOÇ~L TiIt,,"I"T8"'1:1- NON[
--•
w2~
.,;>
•c4c"....4
~
",c:..".o~
""'.,..xw>
~
Figure 6.7. Urban intersection approacl: service va/ume, in vehlcles perhour 01 green signa/lime, lor one·way streets with parkin~' both sides,
Figure 6.8. Urban Intersection approact: service volume, in l'ellie/es perhour 01 green signa/lime. lor Iwo-way streets with no parking.
"OJUsr.':N1' '011 Pl .. Il·NOUA , .. CTOII .. 110 .UIIO"OLIf... ""l" IIZI
_UItOPOLIUN P["Il. HOUIII '''CTOR"RI" POP. Il,000'$1 0.70 .... 0.10 O.IS 0.10 O.IS "00
OVllt 1,000 1.00 1.00 1.10 1.14 1.18 1.14 1.111,000 0.17 1.0t I.OT "" 1.11 1.11 LlI:7, ... .... 0.81 1.04 "00 1.1' 1." 1.IS,.. 0.81 O." LOI .... 1.11 1.IS 1.10
'" 0.11 0.13 O." 1.08 '.DI Lit 1.17... 0.16 0.8' 0.10 1.00 I.OS 1.10 1,14
'" 0.15 O." 0.11 0.17 1.01 ,.0' 1.11,.. .... 0.10 0.10 0.14 O." 1.04 1.0•.. 0.77 0.81 0.'7 0.11 O." 1.01 ...."OJU51'.U1' '011 LOC"TIO.
WI1'HI•• lrIlOPOLIT......Al"
ClN1'. 8USillilSS OIST. 1.00FIIINOI .. Al" 1.10OU1'LYINQ BUS. ol'T. 1,.0
/1I1SIOllllrl.. L .. Al" Lia,
;Il~yL,
~.' /v:,-: ./'"
Y./ ~
V V ::;;~ :...--"""/ .»:
Ih~~P""
~~....
CONoITIO"S,AIO"T TUA.S_IO%LIFT Tua .. s _ 10"TIIUCI:I .. III0
T.AOUUI IU'U _s..LOC"L T..... 'ITIunl-1Il0.1
"oJU".IIlT "·It Pl .. I:"'''OUIt "'CTOII
Pl .... HOU. ''''1'011°0.70 Pl&.·1l0UII , .. cre•• " 00l''Vllt''Gl ItUIt"L iltlC.[.lTIOIII 110UT[
COIIOI1'IOIISI OU.,., Pl .. 1: 'LOW'
..OJUsr"':.T' 1 (~ &OJIIST.1 liT. 1 40
1
/
V1 - /
I~Y i>--- »">/ .'"
//V .y/ ./ '/
->r.>:~~, /
/ V / W~~~~
.ô~V~~
;::;""'"
, -V COIIQ,r'OIlI
It.o .. r ru.r'l_ 10%LI,r 1'v.~I_IO"
r.uc., .... :;1
1'.. ItOUO" IVUS- 0%
-
zww~
"~o~
z~
w~
Zw>o
~.w~
"~o>zu4o~
~
~
4
,..0 80 40
CURD.TO·DIVISION.LINE APPROACH WIOTH (FT)•• ••
zww~
"~o~
z~
w~
zw>
!'"•,""1,"s~
~~
4
,. 10 )0 40
CURB· TO·DIVISION· LIN E. APPROACH WIDTH (F l' l•• "
"""4'
Figure 6.9. Urban intersection approacli service volume, il' vehlcles perhour of green signal lime, for 111'0-11'0)1 streets wlth parking.
:' ....
Figure 6.10. Rural intersection approacli service "U/UI1IL', ÎJ, vehicles perhour of gretn 5;1:""/ time, for two..way higllways willl no pllfkillg on tilt
traveled way.
---~------_.__._-_._~--~------.,
TABLE 6.4-ADJUSTMENT FACTORS FOR RIGHT TURNS ON TWO-WAYSTREETS: RIGHT TURNS ON ONE-W AY STREETS: AND l.EFT
TURNS ON ONE-WAy STREETS'
ADJUSTMENT FACTOR
TURNS·WiTH NO PARKING'
1WITH PARKING <l
1
(0/0 ) ! APPROACH [ APPROACH \ "PPRO"CH1 1 APPROACH:'.!'PRC!.CH .",;ôi'~.(\"(H
WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH~15 FT 16 TO 24 FT 25 TO 34 FT ~20FT 21 To29 FT 30 TO 39 FT
0 1.20 1.050 1.02S 1.20 1.050 \.0251 1.18 1.045 1.020 1.18 1.045 1.0202 1.16 1.040 1.020 1.16 1.040 1.0203 1.14 1.035 1.015 1.14 1.0lS 1.0154 1.12 1.030 1.015 1.12 \.030 1.0155 1.10 1.025 1.010 1.10 1.025 1.010
6 1.08 1.020 \.010 1.08 1.020 1.0107 1.06 1.015 1.005 1.06 1.0\5 1.0058 1.04
1Lu lU
11.005 1.04 i
1.GiÛ LOO59 'M I.Oû,:; 1.000 Lui . I.U05 1.000J.V'" 1 1
iO I.UU \.000
1
\.000 1.001
1.000 1.000
1\ 0.99 0.995 \.000 0.99 0.995 1.00012 0.98 0.990
1
0.995 0.98 0.990 0.99513 0.97 0.985 0.995 0.97 0.985 0.99514 0.96 0.980 0.990 0.96 0.980 0.99015 0.95 0.975 0.990 1 0.95 1 0.97~ 0.990
16 0.94 0.970 i 0.985 0.94
1
0.970 0.98517 0.93 0.965 1 0.985 0.93 0.965 0.98518 0.92 0.960 1 0.980 0.92 0.960 0.98019 0.91 0.955 0.980 0.91
,0.955 0.980
20 0.90 0.950 0.975 0.90 1 0.950 0.975
22 0.89 0.940 0.980 0.89 1 0.940 0.98024 0.88 0.930 0.985 0.88
1
0.930 0.98526 0.87 0.920
10.990 0.87 0.920 0.990
28 0.86 0.910
1
0.995 0.86 0.910 0.99530+ 0.85 0.900 1.000 0.85
10.900 1.000
• No separa le turnin. lanes or separa le SI[mal indic auons.IlHandle risht lurns and letl lurns separalcl)' in ail computations: do nol sumoe No adj",slmcnl ncceuary for approach widlh of H '1 or morc; thal Is, use Iactor of 1.000.• No adjuslmenl ntcessar)' for approach widlh of 40 ft or morc; Ihal is. use Iactor of 1.000.
j
1
i'1-
....---------------------- -~ ----_._----~-----------.
AT-GRADE INTERSECTIONS
TABLE 6.5-ADJUSTMENT FACTORS FOR LEFT TURNS ON TWO-WAYSTREETS'
ADJUSTMENT FACTOR
WlTH NO PARKING1
WITH PARKINGTURNS(70) APPROACH APPROACH APPROACH APPROACH APPROACH APPROACH
WIDTH WIDTH WIDTH WIDTH WIOTH WIDTH$15 FT 16TO 34 FT ~3S FT $20 FT 21T039FT ~'40 FT
0 1.30 1.10 1.050 1.30 1.10 1.0501 1.27 1.09 1.045 1.27 1.09 1.0452 1.24 1.08 1.040 1.24 1.08 1.0403 1.21 1.07 1.035 1.21 1.07 1.0354 1.18 1.06 1.030 1.18 1.06 1.0305 1.15 1.05 1.025 1.\5 1.05 1.025
6 1.12 1.04 1.020 1.12 1.04 1.0207 1.09 1.03 1.015 1.09 1.03 1.0158 1.06 1.02 1.010 1.06 1.02 1.0109 1.03 1.01 1.005 1.03 1.01 1.005
10 1.00 1.00 1.000 1.00 1.00 1.000
Il 0.98 0.99 0.995 0.98 0.99 0.99512 0.96 0.98 0.990 0.96 0.98 0.99013 0.94 0.97 0.985 0.94 0.97 0.98514 0.92 0.96 0.980 0.92 0.96 0.98015 0.90 0.95 0.915 0.90 0.95 0.975
16 0.89 0.94 0.970 0.89 0.94 0.97017 0.88 0.93 0.965 0.88 0.93 0.96518 0.87 0.92 0.960 0.87 0.92 0.960 !19 0.86 0.91' 0.955 0.86 0.91 0.955 ,20 0.85 0.90 0.950 0.85 0.90 0.950 ,
22 0.84 0.891
0.9401 0.84 1 0.89 û.i"û
24 0.83 U.KK 1 U.Y:llI 1 0.R3 1 U.KK U.93026 0.82
O.Si0.8C.
0.870.860.85
0.920OSlOo.soo
0.82û.RiO.RO
0.R7U.Hb0.8~
"Q'"U.9100.900
• Na scparale lurninp: lanes or sera raie siGnai Indications.
TABLE 6.6-11WCK AND THROUGH BUS ADJUSTMENT FACTORS
'rRUCKS AND TRUCKS AND
1
TRlICKS ANDTHROUGH CORRECTION THROUGH CORRECTION THROUGH CORRECTION
R~~E~.J (~) L'CTOR RUSES (70) FACTOR RUSES (~Ir.) FACTOR.
Il I.O~ 7 O.9K 1~ 11.91
1 1.0~ H U.Y7 15 Il.9U2 \.03 9 0.96 16 0.893 \.02 10 0.95 17 n.RR4 \.01 Il 0.94 18 U.R75 1.00 12 0.93 19 0.R6
13-
0.92 20- -- -
-0.8r6 n.991
zc
•• 1
,·• " f-- -~ci~e,~
1-~ .,>·e C;UlIIVII: 1· \,I ..... ,.'UluprIO ' ...0" OR GOOO ~ROGRI"'O"· l 1 Ils .".. ,pua '..'11" 1 1
-+- --·"Œl;u"I'I1 11.1,.••~f:cr ~.o."llnlo~. 'O~II'N '~It:O -r- Î'• ~ .........-+- >
0
e ~ ~.VI D! ""~,Iol IN"lIlAUPTIO·'LOW. U"COORO"~"TID '!IIQ'",t.S - :rs NPot $11'110 L'."...... -, \
~ -- ----~- - -+ ·..Œ - -,~ - -- [\.--'- > r---, ~
T ... 1--"'"-00 -• "-- -~ ..L 1.l'liL • 1-- -fo-- I- I
l-e e c , .. " "
.. :.t ..Lh'lL 'Ille RATIO.. 1 1 ,
-+-~ ,.-11[.... ICIl: .. - - - ,1" "-T' ;--r:
Figur« /0.1. Typictll relntionships between vIc ratio alld average overall 1'0",1 speed, ill onedirection ol travel, on urban and suburban arterlal streets.
TABLE IO.l3-LEVELS OF SERVICE FOR URBAN AND SUBURBANARTERIAL STREETS
1 !1
TRAFFIC FLOW CONDITIONS 11 ITYPICAL APPROXIMATIONS. NOT RIGID CRITERIA) 1 1
1
SERVICE
LEVEL VOLUME!OF AVERAGEa CAPACITY
SF.RVICE OVERALL LOAO" L1KELY RAnd'~
DESCRIPTION TRAVEL FACTOR PEAKaHOURSPEED FACTO Rb
(MPU)
. --1
1
.... 1 Frcc Ilcw >10 1 0.0 <C.7G <:0.601lrCI3U\'c1y) 1 (0.80)
fi Stable ûow 525 <0.\ <0.80 <0.10.(slight delay) (0.85)
.-
C Stable flow 520 <0.3 <0.85 <0.801 (acceptable delay) (0.90)1 ------
D Approaching unstable Oow 1 515 <0.1 <0.90 <0.90(tolerable delay) (0.95).
.----- ------- -_._-- --E" Unstablc Oow Approx, < \.0 (0.85 <0.95 < \.00
1
(congestion: intolerable delay) 15 typical)'
F Forccd no....- < 15~ ~
1 : (NOl (NOl (Not1 (j:lmmcli) ,
m"'!!'linr,r"'l; rfI'.·:-!";!'l~f,.,I' 1 mcaningfull f
l 1~
_._- -
-'Anl'IC' o'lC't.lIll.wC'1 tpC'C'd .nd "IC-I.,io "C' indC'pC'ndC'nl mC'uurC's of leve! nf sC'rvicC'; bolh Iimih Ihuuld be ~lilrlC'd in .ny
J'elerminalîon of 11t'rC'1,; ""ilh due cuntider.tion li'len lu the r.cc Ch.l Huy are hi-'lcly raliOn.IiI:.lionl.· Loed r.clor•• mU,,".re offl'\dividu.llnlel"M'clion Inel or SC'1"Yice. can M_u~ed....."pplemenlaJ c.rÎlerion wnere neees... ry.
bThiJ b Ihe puk.ho", faclo' commonly ."od••ed wilh Che .peclrled condilion.; ln praclice. conliderable varialion il possible.~- cV.lun an plfenthcsil ,de, 10 ne.r·P'C'rrCCI prOirnsion. __ . _. _. . . ___ .. _ _
dLo.d r.clOr of 1.0 i.lnfrequcnlly round. even undC'r cap.city opetllion, due 10 inherent nUC-lu.'Îons tn '''fric- rtow.ec.p.cify.foem.nd wolume/c.p.cily ralio m.y weil eaceeu 1.00. indiCllinl owerlu.dinG.
oz..w..~
m~•oo~
"ID'" O' &"PIIIO.-,..Il.•.n_tu..' '001"'. LllU'
(1 ••"'- c.URe 1''O)t,u.a)
01 o.• '.0LOCAL DUS fACTOR
0.0
'"4'
· · ·· · ·· ·· ~I
: · :• · •., ..•
Figure 6.12. Local bus factor for near-side hu.' 'tOI' 0/1 street with parkin~.
..w..~
m~
•uo~
liU_ilE" 0'
."... oal:" L"IlIU00
W'D1'M O' ,,' .. "OAC;M
U .••U_(.UIIll '0 DIY LUlli11· ••U_C;ullll'OC:uRllIl .
lOC./l.L eus r AC Trl~
Figure 6.13. Lo('(,l bus /m'Iur for fur-side bus J"/OP UII street will, no parking,
- ... ------lfu"a~JI' f#
"P".O"Ctl L..IlI'••
• ,DTtI 0" ........outlU~."1'-cu"e1'ODIV. LI.~J
Il ....1'-Cupe 1'0 cupet
o.. 0.7
LOCAL BLIS FACTOR
Figure 6.11. Local bus [actor for near-side bus stop on street wlth no parking.
,.e...
'"<:ez
.. UllelElI 0 ..
"""IIO"C" L....IE'tl1ltLUOl1l0 ''.''l'IIiG L.flll!tl•
••"IDh. 0' &"PAO&("
Il-W.' _ CUIIlI TO 0' v , "tOlII
Il. "&T_ Cl.IIIl8 TO c.U".1
0.7 o.•lOCAL BLIS FACTOR
l'
• ;;~
~~
0~
.;z'",~
...Figure 6./4.. Local bus factor for far-side bus stop on street with parking.
"
Bibliographie
4. "...:~l'-'d C-Ar~d $\.c:\."""'Ae .A9'5'
.l . TAA.~t. E~~tf..••"''d c:\.~ rl,Clt.~e.e.. LO&lI~ J. fl~hAtAtlD
s. le fot:~ e-. !)4.')"d..... of lJA.l.,...",,- ..,~t.~-:. ~
.,.,J~t ...J"-Uto') A.'71»
(4/M.~e-. A~o~~ of 4t.Je. ~~e..wQ.O
~-ÀT~T.n.t~~ 0t~~~~)
4. T~rCL~~d'~ - ft--~-J.D~~'ô--'
