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MKII : JALAII PERKOTIAAN
b)
Jalan denean,kereb
Tentukan faktor penyesuaian ursr*. hffibsts$ sarrping dari Tabsl B-3:2 berdasarkan jarak antara kereb
dan pengilHlang pada trotoar sebagaimana ditentukan pda Fmnrulir UR-I, dan tingfux hebmm
samprng sesungguhnya &ri Fornnulir LJR-2. lvlasul{m hasilnya lae dalam Kolom S'Formulir LJR-3.
Tip jalar
Kelashrynbman
samping
,
{sFc)
Faktorpenyeuaian untuk hambatan samping dan
J-q!*lerebpaglrelqq- -- --
--Jarak kereb - oenghalcnq Wr (m)
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1.5 m
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0,97
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0,95
0,99
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0,90
0,93
0,96
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0,98
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0,93
0,96
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0,87
0,90
0"94
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0,81
0,85
0,90
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0,99
0,99
1,00
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4,95
0,96
0,98
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0,89
4,92
0,95
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0,81
0,84
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0.72
0.77
4.82
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4I2UD
Dua-lajur talc-terbryi
Tabel
B-3:2
Falftor penyesuaian untuk pengnilh haenbaan sanrping den jarae kerebruhnlang
GFVsr) pada kcepatan anrs bebas kendaraan rirrsaxl unhrk jalan perkotaan-furgan
keneb.
c)
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Faktor ponyesuaian teccpatan,arus bebas_ untu* jalan enam.l4iw dapat ditentuksn dongca
nilai FFVsr untuk jalan emFt-tqiur yang diberikan dahm iabel B-3:l atau S-52,
disesuaikan soe€rti di barvah ini:
FFly'q3"= 1 -O,8
x(I-FFV.*)
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= faktorpenyeuian keoepaUn anrs b€bos rurtukjalanarnm-lqirn
FFVasp= ffitorpyesuaian kecepatail anrs bebas untuk jarafi empadl4iur
ITY*r
s -47
MKJI: JALAI{PERKOTAAN
LANCKAH
84:
FAKTOR PENYESUAIAN KECEPATAN ARUS BEBAS
UNTUK UKURAN KOTA (FFVcs )
penyesuaian untuk ukuran kota (Juta penduduk sebagaimana dicatat pda
Formulir
I$!tTdan faktor
masukkan hasilnya kc dalam Formulir [JR-3,
UR-l)
Kolom d.
Ukuran kota (Juta penduduk)
Faktorpcrryesuaian tufirk uluran kota
3,0
TabetB-4:1 Fatilor
dngan
I,03
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MKII : JALAII PERKOTIAAN
b)
Jalan denean,kereb
Tentukan faktor penyesuaian ursr*. hffibsts$ sarrping dari Tabsl B-3:2 berdasarkan jarak antara kereb
dan pengilHlang pada trotoar sebagaimana ditentukan pda Fmnrulir UR-I, dan tingfux hebmm
samprng sesungguhnya &ri Fornnulir LJR-2. lvlasul{m hasilnya lae dalam Kolom S'Formulir LJR-3.
Tip jalar
Kelashrynbman
samping
,
{sFc)
Faktorpenyeuaian untuk hambatan samping dan
J-q!*lerebpaglrelqq- -- --
--Jarak kereb - oenghalcnq Wr (m)
(0.5m
l-{l m
1.5 m
>2m
Sangd r€odah
1,00
l,0l
l,0l
1,02
R€ndatt
0,97
0,9E
1,00
Sedang
0,93
0,95
0,99
0'9?
0,99
Tingi
0,87
0,90
0,93
0,96
Sang$ tinggi
o,81
o,s5
0,88
o92
Sangatrcndah
1,fr)
1,01
lBl
1,02
Radah
0,96
0,98
0,99
t,00
Scdang
0,91
0,93
0,96
0,98
Tir€gi
0,84
0,87
0,90
0"94
Sangat tinggi
o,77
0,81
0,85
0,90
Sangat rendah
0,98
0,99
0,99
1,00
212 UD arau
Rendsll
0,93
4,95
0,96
0,98
Jalan satu-arah
Sedang
0,87
0,89
4,92
0,95
Tinggi
0,79
0,81
0,84
O,EE
Smgsttinsgi
0,68
0.72
0.77
4.82
EmpatJajurterbgi
4l2D
Empat-lqiur tak-terbagi
4I2UD
Dua-lajur talc-terbryi
Tabel
B-3:2
Falftor penyesuaian untuk pengnilh haenbaan sanrping den jarae kerebruhnlang
GFVsr) pada kcepatan anrs bebas kendaraan rirrsaxl unhrk jalan perkotaan-furgan
keneb.
c)
Faltor oenvesuaian FFVg unfirk jalan sam-laiur
Faktor ponyesuaian teccpatan,arus bebas_ untu* jalan enam.l4iw dapat ditentuksn dongca
nilai FFVsr untuk jalan emFt-tqiur yang diberikan dahm iabel B-3:l atau S-52,
disesuaikan soe€rti di barvah ini:
FFly'q3"= 1 -O,8
x(I-FFV.*)
dimana:
= faktorpenyeuian keoepaUn anrs b€bos rurtukjalanarnm-lqirn
FFVasp= ffitorpyesuaian kecepatail anrs bebas untuk jarafi empadl4iur
ITY*r
s -47
MKJI: JALAI{PERKOTAAN
LANCKAH
84:
FAKTOR PENYESUAIAN KECEPATAN ARUS BEBAS
UNTUK UKURAN KOTA (FFVcs )
penyesuaian untuk ukuran kota (Juta penduduk sebagaimana dicatat pda
Formulir
I$!tTdan faktor
masukkan hasilnya kc dalam Formulir [JR-3,
UR-l)
Kolom d.
Ukuran kota (Juta penduduk)
Faktorpcrryesuaian tufirk uluran kota
3,0
TabetB-4:1 Fatilor
dngan
I,03
penyesuaian untuk penganrh
(FFV6) jala p*oraatr
*uran kda
poda kecepdan anrs bcbas
kofuaaa
i
l
5-48
i
l
I
l
li
+/u?
MKJI : JALAN PERKOTAAN
S0lr$rpbratblURtxl.lrcl
I
{d)3n5{(LA,Ror. ?3Olr}ll/ENr8H
Formulir UR
JAIAt'lPERI(OTMI{
FORI{ULIR UR'2: DATA illASlJKAl{
- ARUSLALUI.NTMS
. HAUBATAilSATIPIIEG
l*t
0rtu
Mn
lDitalganioleh: I
Tanoad:
DK
F$oruasNamidan:
helsaoHt:
Kode seomen:
Ww*frr:
EN
l{ornorsod:
r$.li'te trhunar
LllRT(k€ndfrai)
Konposisi%
Ddaafl€ l(qldaraenfiam
8ab
Tipe
ked.
K€rd, berd
l(end, dncan
1.1
amoaah
I
LV:
1,00
llv:
1,N
MC:
t2
e*uoadr2
LV:
1S0
HV:
1,20
MC:
2
Anah
(1)
3
1
4
2
5
1+2
rcnqldn sngJdn
w
snflptr
l€ndfiiln
t3)
ArusbtalO
Sqedamobr
025
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keru{lam
Ar*
tn
(6)
(5)
t4)
0,25
kendfdt srnFm
%
{8}
6
Pern$.dmr$,SFQ{A.a)
7
Fdthr-slpFsF =
(e)
(10)
2500
1706
Wr
46825
Xolar l|ilnbatan eenplng
Sla dda ftni Wsedia gund