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KMKO Sipil Unhaskmkosipil.blogspot.com
t ofio11 uDlDf ts)rnrlsuoy IgEtVJ
'ueld eped sger6 ereces uplnluailp g e0req
elnd uerlluap ueOuap 'selerp ( e eped ryades ) sprleue eJecas nlnLlep qgq Ounlrqrp e6rep
( rs-sc-os-sr ) rvurds-ltouto-tvutds'q(a1eldue$ ;eeu ueleunDOuetu ueOuep uegd eped sger0 eJecos
uelnlualp g eOreg'ld leulprool{BurpJool uelresepreq suleue ereoes bunlrqrp v e6reH
u oY = r
oio,.r = lv!6t'u = 1
( rc-cr ) =rcurc 'e
nnr[n snrlnu-snr{nu z' t
'(g-g pF L-0 ueueleq) 0 apej qelepe ueleun6lp 6ue{ olqel io}au OZ > ,l Bllq ueyeun6rg
( rs- *
-r, ) rvurds-tvutds 'c
'(;etursap uet'p slrn,p earbep nele letaap uenl,S ,repp ,,d;':."1rro,f rilJ drrH:irl
+,v'U = ,l Sflllil ue6uap,l efueq 6un1q uelpnual' se Z - v = ,v eOJBq nlnqep 6un1lg
'I uep d ' se Iniun efueq-e0req eceqlp tedep 'sele rp
lnqaslal g eOreq ue6uep rensas 0ueA sueq eped 'ueld eped sget0 erecas ualnluolrp U'GZ-Z pts t-2, ueueleq ) Z etqet lBr.lll
( rs-sc-cs-si ) rvurds-rrourc-rvurds'q
teBu ueleunooueru ueouep (ueld) euecuar reqtueo eped sger6 ereces ,rrlil,t#iltl'tensas 6ue[ g e6leq uebuep eues 6ue[ sueq uelep (urru s1) lBtututtu ueqllered 1er;ds
6un10uq 0ue[ued ebreq ueln]ua] (rn ) eumuer ueledecal ueOuep tenses 6uel( uiolol eped'uelsrueqlp lepll ldelel'ueqr;ered
lerds ueleun60uau uelrnfuerp leqel sue6 selerp '(0-t p/s ,-, ,tlrltJ il ;llj[,il ,
eNnleNlt )nrNtg NWnrNSNlr{
(e-t)
(z-t)
(r.-t)
i
ilt
( rrgvr NvvvNnggNf,ht NvgNroMNOZTUoH gNnv9Nfl
NvoNnrrHuird )
vlv-q
r!
Lihat Table 2 pada baris yang sesuai dengan harga R tersebut dapat dibaca harga-harga
yang sesuai untuk os , P dan k.
Rumus-rumus yang digunakan adalah :
Ts = (R*p)tgla+k
trc = (R+p) -RLUI
cos -A)L = L'+2Ls
A'dimanaL' = * 2.n.R
r - OAa - a - 2"s...
Kontrol t : L'>20meterHarga e (super elevasi) dilihat pada Tabel 1 ( halaman 1-1 s/d 1-3 )
Kontrol u: L<2Ts
c. SPIRAL-SPIRAL ( TS-ST )
Harga 6 dihitung lebih dahulu secara analitis seperti pada a) diatas.
Hitung harga0. = | o (bilaa'=0,makaharga0s = to),kemudian,berdasarkan
harga 0, ini dibaca harga-harga untuk p* dan k* pada Tabel 3 ( halaman 3-1 s/d 3-5 ) pada
baris yang sesuai dengan harga o, .
Rumus-rumus yang digunakan adalah :
0^le = -u .pLu
28,648
Ts = (R*p)tg+a+k
trc = (R+p) -Rrulcos -A2
L = 2Ls Kontrol :2Ls<2Tsdimana :P=P*.Ls
k = k*.Lsharga-harga p* dan k* adalah harga-harga yang dibaca dari Table 3.
(u-1)
(u-2)
(u-3)
(u-4)
(u-5)
(ur-o)
(ur-1)
(ur-2)
l
L
TABEL Konstr.uksi Jalan Raga
tofio11 uDlDf ls]rnrlsuoy 'I1glru
OZ002'80',IAZ00/'80',9tOZ009't9'80e
OZ009't9't9Z
0tgz'.Z8'6OZ009: L,'808
0n00'z,'6OZ009'te't9e
0t9ll6'89t009'Lt'e0n
0,09't,189I000'l0'89n
0909't6'60n09'l0'89t000't6'Z09
9t000't8'Z99
0909'l,'6089Z'lI'L9t000'r9'Z09
9'Z;99
09qz'.l8'8089Z'le'9v'zOL
z'z9L
0,9Z'l9Z00't .
9'9L'Z08
O'Z98
0,00'r9'L9Z00'r0'906
0,00't.Z'L9Z00't9''00r
0v00'tz'9az9/'0L'Tazt
08/8'08'90z9/'0,'80er
089Z'09'90z9/'0z't0nt089/'06''OZ9Z'08'Z09 t.
0e9Z'0n'nOZ09'09'Z08t
9Z9/'00'?0e09'0Z'Z002
9Z09'0n'e0vz
9Z09'06'Z082
9Z09'0L'Z00e
9Z09'09'Z028
9Z09'0L'Z098
9Z09'00'z00,
urru sl,qo/o Qurru sl,9%aurur sl,q
o/o QJ0loru
rxBlEp
H tuB[/ tul 0f = rAue[/ trt>,l 00 = tAruB[/ uD,l 0z - rA
[-I PqBI
iI
i
I
i
1Tabel I- 2
Rdalammeter
vr = 30km/ jam vr = 60km/jam Vr = 70km/jam 'vr = 80km/jam
e o/o Ls min eo/o Ls min eo/o Ls min eo/o Ls min
2.2N I
2.ooo I
1.e00 I
1.700 I
1.600 I
1.500 I
1.400 I
1.300 I1.200 I
1.100 I
1.000 I
e50 I
e00 I
850 I
800 I
750 I .r.*7m I L.N650 | z.t600 I z.s560 I z.ssso I z.s520 I z.t500 I z.a480 I z.g475 I Z.g
450 lTMo I s.z42s I s.zs400 I s.+37s I g.s
s6o I g.a
350 I 3.8325 I +.r320 I q.z
3oo I o.o2W I 4.7
260 I S.o
zfi I s.r24fi I s.g220 I S.Z
200 I o.z180 I o.z160 I t.z1so I ,.u140 I 7.81zo I a.o1m I g.+
80 I g.g
soI
30
30
30
30
30
30
30
L.NL.N2.1
2.22.42.52.72.9
40
40
40
4040
L.N
L.NL.P
2.2
2.42.7
2.8
2.9
CI40
40
40
&40
L.N
L.N
2.1
2.?2.32.7
2.9
50
50
50
50
50
3.2
3.4
3.63.8
4.04.2
4.64.95.3
5.6
5.7
6.06.26.46.56.87,07,1
7.3
7.88.0
8.2
8.5
8.6
8.9
9.2
9.5
9.6
9.8
10.0
I
50 I
$lsoIsoI50 IsoIsoIsoI60I60I60I60l60I60I60I70l70ltol70l70
7o
80'80
80
80
80
80
90
90
3.1
3.33.5
3.8
4.1
4.44.6
4.74.95.1
5.3
5.4
5.7
5.8
5.9
6.2
6.5
6.7
6.9
7.3
7.57.7
8.1
8.4
8.6
8.8
9.1
9.4
9.7
10.0
N40
NCI40
4A
50
50
50
50
50
50
50
50
50
60
60
60
60
60
60
60
70
70
70
70,
70
70
80
80
3.1
3.33.53.53.73:94.04.04.24.34.5
4.75.05.1
5.3
5.6
5.7
6.06.36.76.97.1
7.5
8.08.69.1
9.39.5
9.9
40
NN40
40
10
40
40
40
40
N40
40
40
40
50
50
50
50
50
50
50
60.60
60
70
70
70
70
^3030
30
30
30
30
30
30
30
N40
40
40
40
4()
40
50
50
50
50
60
60
60
Diatas garis tebal, spiral peralihan dianjurkan tetapi tidak diharuskan.
je
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I
I
H
t{
il
II
I
II
I
I
I
ofro;g uory)f $4nrlsuoy .ruAVJ
'uelsnreqlp Iem ;de1e1 uerynfue;p ueqr;ered p;ds ,leqel sue6 se]elg
00t00r.
00t00!00r06
06
06
08
08
08
OL
0/OL
OL
OL
0/OL
ol
6'6L'6
0'6e'88'LZ'L8'9?'90'gt'9?96'f9'17
z'v8tVL?t,z't,0'c
001
00r00r00t00rmt00r.
00r06
06
08
08
08
OL
OL
OL-01
09
m09
09
09
09
6'68'69'69'6,'6r'6L'g9'8
0'8t'L8'9e'90'99'9t'90'98't['?0',L'tHO
z't0'g
00t00[00r00t00l,
00r00r,
06
06
06
06
OB
m08
08
OL
OL
09
09
09
09
09
09
0g
09
0q
0'0t6'68'69'6t'6f'6068',8
L'g
9'8z'88'LL'LL'L
9'9t,'9
L'90'90'98'?9'tt',6'09'gt'e0'e
06
06
06
s06
06
06
06
08
08
08
08
m08
AL
0/0/OL
m09
09'09'
09
09
09
09
09
09
6'68'6
99'6
9'60'6z'6t.'6
8'89'8t'gl.'8
8'LL'LT'LZ'L8'9L'9z'98'9g'9
0'9g',v'vt't6'0L'T,
L'tl,'0
09t,
09t08t002
OZZ
WZ092
0920gz000
fizt,920
09t090
9/g00,gzt
w,09,9Lt08?
009
029099
089
009
099
00/09/008
098
006
096
000'r00t.'I002't000'r.
00r'r009'1.
009't00/'t008'r006'r000'z002'z0w'z009'z009'z008'z000'0
09
09
09
09
09
09
09
I'Z9'Z
9'Z
t'zZ'Z
L'Z
d'1N'-t
09
09
09
09
09
0g
09
g'z
L'Z9'Zt'ze'z
9L'7,
. d'tN"'lN"1
09
09
09
09
09
09
09
0g
8'Z
89'aI'Zv'7,
I'Zd"1
d'td'tNIN't
OL
0/OL
OL
AL
OL
0t
98'Z
L'(,9'ZLLZZL'Z
d'tNI
ulur slo/oourur sl%oulru sl. o/o?ulur Eo/oe 'JoFru
uelepU uef 1 ut1 1ZL = thuefyq0]t = rAue[y ur1 00! = rAuef 7 tu1 06 = JA
Z/, '-L
I
II
Tabel lr - 1
Ls=1
rIr
Iii
II'
I
I
I
1
r')D
0
0.1
0.2
0.3
0,4
0,5
0.6
0.7
0.8
0.9
1,C!
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
0.0000000
1455
2909
4363
58 18
7272
8727
0.0010181
1 635
3090
4544
5999
7453
8907
0.0020362
1816
327A
4725
61 79
7633
9000
0,0030542
1 996
3450
4so4
6359
781 3
9267
0.0040721
2175
3629
0.s000000
0000
0.4999998
9996
9992
9987
9982
9975
9968
9959
9949
9939
9927
9914
9900
9886
9870
9853
9835
981 7
9797
9776
9754
9731
9707
9683
9657
9630
9602
9573
9543
1.0000000
0.9999997
99BB
9973
9951
9924
9890
9851
9805
9753
9695
9631
9561
9485
9403
931 5
9220
9120
901 3
8900
8782
8627
8526
8389
8245
8096
7941
7780
7612
7 438
7258
0.0000000
0.0005818
0.0011636
0.0017453
0.0023271
0.0029089
0.0034906
0.4040724
0.0046541
0.00s2359
0.0058176
0.0063994
0.0069811
0,0075629
0.0081445 -
0.0087262
0.0093079
0 0098896
0.a104712
0.0110529
0.0116345
0.0122161
a.u279770.0133793
0.0139609
0.0145424
0.0151240
0.0157055
0.0162870
0.0174499
0.0174499
6 TABEL Konstruksi Jalan Raya
ta,r I
:..1
L' Dfipd uallo1' ts)rnrlsuoy 'Ig;E{yJ
06/8rc0'08862100'0
t6/8r00'08/0 Lgg0'0
u99zt0'099/6te0'0096ttt0'0t9r.80t0'09rgz0g0'0
8t99620'0
0g/0620'0
zz6vgz0'0
t tt6/20'0,0tt/20'0v6vLsz}'a,89 r9Z0'0
,/89920'00900920'0
zqznvzl'0Ittgtz}'0009zrz0'0
8r89ZZ0'0
900rzz0'0
E6 t9 rZ0'0
0896020'0
/99t020'0,9//6t0:0t16 t61.0'0
/2t981,0'0
t tz08 t0'066rr/t0'0
6006866'0
t.016
89/6866'0g0 r0
!9r068/0lZttlLVw
99/t0802
Lgtz,
,6892
t96zT,LZT,
999t
m80
v0w69t'8Z9V
t88?LZ19
8909
2099
tt890909
6929
6/19e899
r889
T,LOL
892/666'0
t7,18
ttzS0698
r9t88018
9918
0298
t 198
8298
0898
l,t/8L8/8
0088
6/889268
ZL68
/ t06
1906
90 t6LVt6
88 r6
8ZZ6
L9Z6
9026
z?t68/t6 ,
0 tr6LVi6
0816
7,196
019666t'0
ztzl800'008/9ZLEV
V LgZ
l,z?1.800'0
8966
I t98
z90L
6099
99 t'7,0L7,
6n7,1100'0
96/6z?t86889
9019
z86g
8e9e
9/01.900'0
LZ96
89 t8vtt90929
9088
Z9TZ
6680900'0
9W6t66//9990809
6Z9t?00'0
0'9
6'9
8'9
L'9
9'9
9'9
t'9t'9z'9
t'90'9
6''8''L't9''9'','ve'?
z'n
t'v0't6'S
8'tL't9't9'e
n'tt'0z'tt.'0
0'0
se
L=slZ - tI Iaqel
Ls=1
eb
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
7.0
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.7
8.8
8.9
9.0
0.4087232
B6B5
0.0090138
1 590
3043
4495
5948
74A0
8852
0.0100304
1757
3209
4661
6113
7565
901 6
0.0110468
1920
3371
4823
' 6274
77.26
9177
0.0120628
2079
3530
4981
6432
7883
9334
0.01030784
0.4998123
8111
8049
7986
7921
7856
7789
7722
7653
7584
7513
7442
7369
7296
7221
7146
7069
6991
691 3
6833
6753
6671
6588
6505
6420
6636
6247
61 60
6071
5981
5890
0.9989039
' 8671
8297
7917
7530
71 38
6739
6334
5924
5507
5084
4655
4220
3779
3332- 2879
2420
1 954
1483
1 006
0522
0033
o.gbzgsgz
9035
8528
- 8014
7494
6968
6436
583B
5354
0.0348793
0.0354596
0.0360400
0.0366203
0.0372005
0.0377807
0.0383609
0.0389410
0.0395210
0.0401010
0.0406810
0.0412608
0.0418407
0.0424205
0.0430002
0.0435799
0.0441595
0.0447390
0,045318s
0.0458980
0.0464773
'o,o+zos6z
0.0476359
4.0487942
0.4487942
0.0493733
0.0499523
0.0505313
0.05111 01
0.0516889
0.4522677
8 TABEL Konstruksi Jalan Ragat
6ofiog uala6. ts)rnrlsuoy lggvJ
/t69690'0,8t0690'06t?t890 0,998/90'0/882/90'00zr1990'0zgt t990'0
0899990'0gt86t90'0
er0r?90'0I/28090'06612090'0
9Zl9290'0
2960290'0
Lltgt90'0Lltgt90'09290090'0
8r8/690'00/02690'0
r629890'0
z t90890'0
zt LvL90'0
t968990'0
69 t,t990'0
989/990'0t091,990'0
6 t89t90'0sg00t90'0
6rz?t90'0t9r8z90'011927,90'0
,ZZ9
6r69899/
r808
8806
68/6966'00
t8r0tLn.998 t
0g9z
n\zt698t
8Z9y
t81,9
17,89
8919
t0lLLT,LI
t9e8
t/68t896966'0
98 t0
v8nLLt,I
t96 r,
w9zSttt989egtzt,08?t909/66'0
8692
6L8Z
6882
SZSZ
9/0tt6z060rtvzgt8Z9t
19LZ
0980
?/60t80,16 L'[0e,80t,vtgv6 t9'tzw9Z8n
LZ6Y
8209
8Zt9LZZq
9Ze9
z|n9Lt99
zt9990/966/9068966?'0
09zv
7,lgz
,9e [/ r0'0
9 t66
8918
0z0L
ZL99
tzw9LqZ
Lzztvt\'.0gLt6
6Ze8
0889
1.t19
z86egt9z
,80 t.9 t0'09e96
98 r8
90/99829
9e8e
98eZ
9e60?1,0'0
9816
9008
9899
9t t99892gtzz
,8/0t t,0'0
0'zt6'lt8't.r
L'.w
9'l.t9'ttn'w0'1.t.
z'wL'.w
0't.1.
6'0r8'0rL'0t9'0r.
9'0r
t'0l,t'0tz'0tt.'0t
0'0r
6'6
8'6
/'69'6
9'6
,'6t'6Z'6
t'60'6
se
I-T1
.i;{
I'I ,]
Ls = 30M
esIt
I
I
t
650
600
560
550
520500
480
475450
440
425
400
375
360
350
325320
300
280260250
24A
220200
180
160
150
140
120
100
80
50
1.322'1.4324
1.5347
1.5626
1.6528
1.7189
1.7905
1 8093
1.9099
1.9533
2.02222.14862.29182.38732.45552.64442.6857
2.8648
3.0694
3.30553.4377
3.5010
3.9065
4.29724.77465.3715
5.72366.1 388
7.16208.5944
10.7420
17,1887
0.4577
0,0625
0.0670
0.0682
0.07210.0750
0.0781
0,0789
0.0833
0.0852
0.0882
0.0937
0.1 0000.10420.1 071
0.1154
0.11720.1 250
0.1 339
0.14420.1 500
0.1 562
0.17040.1 875
0.2883
0.23430.2499
0.2677
0.3123
437470.4682
0.7476
0.2308
0.25004.26280.27270.28840.30000.31250.3158
0.33330.34090.3529
0.3750
0.4000
0.4166
0.4285
0.4615
0.46870.4999
0.5356
0.5768
0.5998
0.62480.6816
0.74970.9369
0.9369
0.9993
1.0705
1.24861.49761.49762.9808
14.9997
14.9997
14,9996
14.9996
14.9996
14,9995
14.9995
14.9995
14.9994
14.9994
14.9994
14.9993
14.9992
14.9991
14.9991
14.9989
14.9989
14.9987
14.9986
14.9983
14.998214.9980
14.9977
14.997214.9965
14.9956
14.9950
14.9943
14.992214.9888
14.9824
14.9551
29.9984
29.9981
29.9978
29.9978
29,9975
29.9975
29.9971
29.9971
29.9967
29.9965
29.9983
29.9960
29.9952
29.9948
29.9945
29.9936
29.9934
29.992529.991429.9900
29.989229.9883
29.9881
29.9881
29.979229.9786
29.9700
29.9656
29.9592
29.9326
29.8947
29.7071
10 TABEL Konstruksi Jalan Raya
I
I
I
rTofiog lulo1rl', tstrnrtsuoy lgWJ,
608t'0
8Z L9'0
8r8r'0
tqLV'0
nvw'0
z}tv'09990'0
0ttt'0/fl,0'00962'0
L08Z'0
/992'0
v7,vz'0
ZZZZ'O
r90z'0
/966'6t
Lt66'6t
/166'6t
6166'6e
9966'6t
2966'60
z/66'60
9/66'6t
8/66'6e
0866'6t
2866'6t
,866'6t
/866'60
6866'60
r666'6t
9666'6t
0666'6r
r666'6l,
t666'6l,
t666'6'L
,666'6 t
9666'6 t
9666'6t,
9666'6t,
/666'61
/666'6t
/666'6 t.
8666'6 t
8666'6 t
8666'6 r
2960'0
zg7,l'0
7,17,1.'0
06 t l,'0
Itil.'09Z0r'0
6880'0
eg80'0
98/0'0
wLa'0
z0l0'0
/990'0
9090'0
9990'0
gts0'0
0/09'tLt\z'z9980'z
0910'z
6606'r
6Z9Il6LZ9'l
?Tffi'I
tSre'r
ZT,L?'L
z90z'l
69rt't.Ltn}'L
6196'0
9t.88'0
00/
azg
099
099
009
099
09/
008
098
006
096
000r
00tt002 t.
00e r
se
i
l-.,*,-
t/t| 0? = s'l
r-----_-_-
Ls = 40M
0s
500
480
475
460
440
425
400
375
360
350
325
320
300
280
260
250
240
220
200
180
160
150
140
120
100
80
50
2.2918
2.3873
2.4125
2.5465
2.6044
2,6963
2.8648
3.0558
3.1831
3.27 40
3.5259
3.5810
'3.8197
4.0926
4.4074
4.5837
4.7746
5.2087
5.7296
6.3662
7 1620
7.6394
8.1851
9.5493.
11.4592
24.3239
22.9183
0.1333
0.1389
0.1403
0,1481
0.1 51 5
0.1 569
0.1667
0.1778
0.1 852
0.1905
0.2051
0.2083
0.2222
0.2381
0.2564
0.2666
0.2777
0.3029
0.3372
0.3702
0.4164
a.4442
0.4854
0.5550
0.6657
0.1 31 5
1.32s7
19.9989
19.9988
19.9988
19.9987
19.9986
19.9985
19.9983
19.9981
19.9979
19.9978
19.9975
19.9974
19,9970
19.9966
19.9961
19.9957
19.9954
19.9945
19.9932
19.9908
19.9896
19.9882
19.9884
19.9815
19.9734
19.9504
19.8'102
39.9936
39.9931
39.9929
39.9921
39.9917
39.9911
39.9900
39.9886
39.9877
39.9869
39.9849
39.9844
39.9822
39.9796
39.9763. 39.9744
39.9722
39.9670
39.9600
39.9506
39.9375
39.9289
39.9184
39.8896
39.8093
39.7507
39.3647
0.5333
0.5555
0.5613
0.5925
0.6060
0.6274
0.6665
0.7110
0.7406
0.7617
0.8203
0.8331
0.8886
0.9520
1.0252
1.0662
1 .11 06
1.2114
1.3324
1.4802
1.6648
1.7755
1.9020
2.2178
2.6591
3.3185
5.2727
I
I
'Iii
l
TABEL"Kons truks i J atan -Rag a
I
I
t
l
ttofiog ualo1, ts)rnrt suoy .I1g17J
21.08'0
gLgL'o
6t?/'0??69'0
0t.?9'0
2969'0
9999'0
8029'0
z06r'0
6Z9r'0
98Et'0
991,r'0
88/0'0
l,Ltt'090zt'0
9/62'0
SL\Z'0
,092'0
tgiz'09t.02'0
g6 tz'0
,886'6t
/686'6t
0066'6'
et66'6?
9266'6'
9066'6'
,166'6t
t966'6'
/966'6f
t966'6'
9966'6'
6966'6'
,/66'6t9/66'6t
t866'6'
,866'6'9866'6t
8866'6'
6866'6'
0666'6'
r666'6'
1.866'tZ
0866'rZ
0866'rZ
9866'rZ
8866'rZ
6866're
r666'?Z
zaincvz
t666'rZ
?666'nZ
n666'nZ
9666'rZ
9666'rZ
9666'rZ
L666'.yZ
1666'.n7,
8666'rZ
8666'tZ
8666'tZ
8666'rZ
6666'rZ
0002'0
,68r'0
098 r'0
98/t'0809r'0
88rt'0
68et 0
z0gI'0
9ZZI'O
Lgw'0
960 t'0
znlt'0/t60'0
8980'0
t.080'0
vnL0'0
,690'0
I990'0
tt90'06/90'0
8190'0
9i9L'Z
in09'z
8199'Z
t,Lgt'z
Lt0z'z
e9r0'z
6606'r
906/'t,
2989'r
91,69' l.
8/09'L
v7,w'lzz\t'lLt6l'l81.0t'l
Itz}'l6196'0
2968'0
9Zt8'0
896/'0
6t9/'0
0e9
099
099
009
099
o0/
09/
008
098
006
096
000 t
001.1
00zt
000 t
00il,
009 t,
009 r
00/ t.
008t
006re"e
mT.g=sl
fl-Ls = 50M
0s
I
I
500
480
475
450
440
425I
400
375
360
350
325
320
300
280
260
250
240
220
200
180
160
150
140
124
100
BO
50
2.864
2.9842
3.0156
3.1831
3.2554
3.3703
3.5810
3,8197
3 9789
4.0926
4.4074
4.4762
4.7746
5.1157
5.5092
5.7296
5.983
6 5109
71620
7.9577
8.9525
9.5493
10.2314
11.9366
14.3239
17.9049
28.6479
0.2083
0.2170
0.2193
0.2315
0.2367
0.2451
0.2604
0.2777
0 2893
0.2976
0.3204
0,3254
0.3471
0.3719
0.4005
0.4165
0.4339
0.4733
0.5205
0.5783
0.6505
0.6938
0.7 432
0.8667
1.0393
1.2976
2.0689
24.9979
24.9977
24.9977
24.9974
24.9973
24.9971
24.9967
24 9963
24.9960
24.9958
24.9951
24.9949
24.9942
24.9934
24.9923
24.9917
24.9910
24.9892
24.9870
24.9839
24,9797
24.9769
24.9735
24.9639
24.9480
24.9188
24.7331
49.9875
49.9964
49.9862"
49.9846
49.9839
49.9827
49.9805
49.9778
49.9759
49.9745
49.9704
49 9695
49.9602
49.9602
49.9538
49.9500
49.9458
49.9355
49.9219
49.9036
49.8781
49.8613
49.8408
49.7834
49.6884
49.5139
49.7644
0.8332
0.8679
0.8770
0.9257
0.9468
0.9801
1.0414
1 .1 108
1.1570
1 .1 900
1.2815
1.3015
1.4872
1.4872
1.6015
1.6655
1.7348
1.8922
2.0810
2.3116
2.5996
2.7723
2.9694
3.4615
4.1481
5.1721
8.1 857
TABEL Konstruksi Jatan Raga
{__
9t'ofio11 uDlof ls)rnrlsuoy TAWJ
9t9 t' t
/060't
ztl9'l8666'0
6ZZ6'0
0/98'0
666/'0
66r/'0890/'0
9999'0
I r09'0
0009'0
,9r9'0
0009'0
I r9r'0
98Zr'0
000r'0
09/E'0
6290'0
g0et'0
89 r0'0
000t'0
LZLZ'O
0092'0
00?z'0
8otz'0
ffitz'0
0086'69
rz86'69
8286'69
0986'69
z/86'69
0686'69
,066'69
9 r66'69
9266'69
0t66'69
0t66'69
9166'69
9966'69
2966'69
8966'69
z/66'69
9/66'69
6/66'69
r866'69
9866'69
9866'69
9866'69
6866'69
r666'69
1.666'69
2666'69
t666'69
/966:62
0/66'62
tL66'62
9/66'62
6/66'62
2866'62
?866'62
9866'62
8866'62
6866'62
0666'62
t.666'62
0666'62
,666'62
s666'62
9666'62
9666'62
9666'62
/666'62
/666'62
8666'62
8666'62
8666'62
8666',62
6666'62
6666'62
6666'62
,882 0
LZLZ'O
8/92'0
0092'0
8002'0
cnrc'00002'0
9/8t'099/t'0/99t'06/91'0
009 L'0
,90t'0092['0
,9 t t'0
t/0 t'0
000 t'0
8060'0
2880'0
t080'0
68/0'0
09/0'0
2890'0
9290'0
0090'0
//90'09t90'0
990t'e
zgzL'c
,690'0
8198'Z
vtvg'7,
ssgv'z ,
8t6Z'Z
98n\',7,
zzel z6606'1.
0608't
68 t./'t.
9299'r
i7,tt'Lzzzt'L
SLZZ'L
69il't*LO'Ltrl}''.6?96'0
/t06'0?698'0
e[8/'0Z9'L'O
9/89'0
rr99'0
6il9'0
029
099
099
009
099
00/
09/
008
098
000
096
000 L
00 tt002 t
00t I
00rr009 r
009 t
00/ t
008 r,
006 t,
0002
OOZZ
40n7,
0092
0092
0082
so
mTO = sT
l
){._
Ls = 60M
0s
500
480
475
450
440
425
400
375
360
350
325
320
300
280
260
254
240
220
200
180
160
150
140
120
100
80
50
3.4377'
3 5810
3.6187
3,8197
3.9065
4.A444
4.2972
4.5837
4.7746
4.9111
5.2888
5.3715
5.7296
6.1 388
6.6111
6.8755
7 .1620
7.8131
8.5944
9.5493
10.7430
11.4s92
12.2777
14.3239
17.1887
21.4859
34.3175
0.3000
0.3125
0.3157
0.3333
0.3409
0.3529
0.3749
0.3999
0 4166
0.4285
0.4614
0.4686
0.4998
0.5355
0.5767
0.5997
0.6247
0.6814
0.7494
0.8325
0.9363
0.9986
1.0697
1.2472
, 1.4952
1.8656
2.9617
29.9966
29.9961
29.9960
29.9966
29.9954
29.9950
29.9944
29.9936
29.9931
29.9927
29.9915
29.9912
29.9900
29.9885
29.9867
29.9856
29.9844
29.9814
29.9775
29.9722
29.9649
29.9600
29.9541
29.9376
29.9102
29 8599
29.6436
59.9796
59.9766
59.9761
59.9733
59.9721
59.9701
59.9663
59 9616
59.9683
59.9559
59.9489
59.9473
59.9400
59.9312
59.9202
59.9137
59.9063
59.8885
59.8651
59 8335
59.7894
59.7604
59.7251
59 6261
59.4622
s9.1617
59.8757
1 .1 648
1.2496
1.2628
1.3329
1.3632
1.4113
1.4994
1.5993
1.6658
1.7134
1.8450
1.8738
1.9986
2.1411
2.3055
2.3975
2.4972
2.7237
2.9952
3.3267
3.7406
3,9886
4.2717
4.9777
5.9615
7.4250
11.6950
16 TABEL Konstruksi Jalan Raya
-l
ZTofio;g ulolo1 tslrnrTsuo)r' Ig€tVJ
00/9'tvtiSn'l
6L9y't,
809t'1.
z99Z'L
999 I' r
/880'L
107,0'l
/096'0
t/06'09698'0
99 r8'0
iztl'09089'0
z8z9'0
t089'0
nnng'0
f0 t9'0
,08?'0
Ltgt'086Zr'0
0B0t'0
zt Lt'0
torg'0L$Zt'0
Iil.0'0Lt6Z'A
0896'69
LZL6'69
L7,16'.69
z9l6'69
/6/6'69
9Z86'69
Br86'69
9986'69
1.886'69
,686'69
9066'69
?1,66'69
6266'69
0166'69
6t66'69
9966'69
zB66'69
9966'69
0/66'69
0/66'69
9/66'69
6166'69
2866'69
9866'69
9866'69
/866'69
6866'69
fi66'nt0966't0
,966'rg
0966't0
9966'?0
t./66't0
9/66'?0
B/66',rr
0866'rt
2866't0
t866'tt9866'?e
8866'r0
0666'rC
2666'r0
0666'rs
?666rr0
t666'rt9666'r0
9666'rt
9666'r0
9666'?t
/666'rt8666'?e
8666'r0
8666'.?g
8666'?t
9260'0
zt tt'09?9S'0
z|w'0til.t'09r6Z'0
zzLZ'0
7,ggz'0
zlnz'08927,'0
6nLZ'0
znaz'0
998 t'0t0/ t.'0
0/9 t'089il.'0
t9E l.'0
9LZL'A
107,1'0
,0tr'09/0t'017,01'0
8260'0
1,990'0
/1.80'0
98/0'0
67,10'A
,998',0
1,9?g'0
0 t.89'g
tzvt't,2980't
8198'Z
gt Lg'z
1909'Z
z69t'z7,gzz'7,
60w'z
t900'z
0ez8't
ILL9'Lgtvg'l
v1,w'l69tg'r
0t9z't96/ t.'I
WII'L,990'tLZ00'l
I t 16'0
99t8'0
l,z0g'0
il LL'|zgtL'0
07,9
099
099
009
099
00/
09/
008
098
006
096
000t.
001l.
00zt
0001.
00, r
009 r.
009 t00/ I
008 t,
006 r
0002
OOZZ
00vz
0092
0092
008e
so
MTFTI
.---tJ
h?s:I-t,I
F
Ls = 70M
es
500
480
475
450
440
425
400
375
360
350
325
324
300
2BA
260
250
240
220
200
180
160
150
140
120
100
BO
50
4.010
4.1778
4.2218
4.4563
4.5576
4.718,5
5 0134
5.3476
5.5704
5.7296
6.1 703
6.2667
6.6845
7 .1620
7.7129
8.0214
8.3556
9.1152
10.0286
11.1408
12.5335
13.3690
14.3239
16.7113
20.0535
25.0669
40.1 070
0.4083
0.4253
0.4297
0.4536
0.4639
0.4803
0.5103
0.5443
0.5669
0.5831
0.6279
0.6377
0.6802
0.7288
0.7847
0.8161
0.8500
0.9272
1.0197
1.1327
1.2739
1.3585
1.4551
1.6962
2.0320
2.5347
4.0127
34.9943
34 9038
34.9937
34.9929
34.9926
34.9921
34.9911
34.9898
34.9890
34.9883
34.9865
34.9860
34.9841
34.9818
34.9789
34.9771
34.9752
34.9705
34.9643
34.9559
34.9442
34.9866
34.9272
34.9010
34.8576
34.7779
34.4360
69.9657
69.9628
69.9620
69.9577
69.9557
69.9525
69 9464
69 9390
69.9339
69.9300
69.9189
69.9163
69.9048
69.8907
69.8733
69.8629
69.8513
69.8230
69.7859
69.7358
69.6658
69.6198
69.5638
69.4069
69.1473
69.6720
66.6469
1.6328
1.7AA7
1.7186
1.8140
1.8552
1.9206
2"0406
2.1764
2.2670
2.3317
2.51A7
2.5499
2.7196
2.9134
3.1 370
3.2621
3.3976
3.7054
4.0744
4.s248
5.0867
5.4233
5.8073
6.7643
8.0955
10.0696
15.7706
18 TABEL Konstruksi Jalan Raga
ofiloy ualaf ts4nrtsuoyffi
,090'z
/8t6'ttr06't7,LLL'L
90t9't9tz9'l6tzt'lr0te'Ittqz'l0981.'L
LZ7,I'L
9990'r
9696'0
8888'0
9028'0
6r9/'0
LwI09999'0
n&9'09269'0
,t99'0tt89'08?8t'0
wnn'0'L9Zi'0
zlLv'0608t'0
LZ96'6t
Lt96',6L
2696'6/
?t96',61
/696'6/
6t/6'6/ZLI6'61
0086'6/
tz86'6/
zng6'61
8986'6/
7,196'61
?686'6/
il.66'6/vz66'61
9t66'6/
8166'6/
0966'6/
9966'6/
0966'6/
9966'6/
8966'6/
e/66'6/
8/66'6/6/66'6/
t866'6/
t866'6/
tz66'6e
0066'6t
zt66'6tI166'6e
6t66'6t
9966'6t
2966'60
/966'6t
0/66'6t?/66'60
9/66'60
6/66'6t
2866'6r
9866'6t
/866'6t
6866'60
r666'6t
2666 6t9666 6t0666'69
t666'60
9666'69
9666'6t
9666'6t
/666'60
/666'6t/666'6e
tzLg'0
818r'0
L9LT'O
nnnn'0
7,01t'0
608€'0
9990'0
ttt0'0/il0'0t96Z'0
t08z'a
9992'0
vzyz'o
ZZZZ'O
t90z'0
906 t.'0
SLLL'O
/99 t'06991.'0
tSvL'0
00il'0ts0 r'0
ztzt'0wfi'0/90r'0
920 t'02960'0
tLav'v
0t9t'v9260''
/6r8't6929't
0?17,'t,
8990't
B'98'Z
t969'e
99t/9',2
9Ztt'z8L6Z'Z
9e80'z
6606'l
6Z9[L
0/09't.
6lz9'lyz*',tB|t'tZTLZ'I
Z9OZ'I
69?1,'t
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s00
400
475
450
440
425
400
375
360
350
325
320
300
280
260
250
240
220
200
180
160
150
140
120
100
80
50
4.5837
4.7746
4.8249
5.0930
5.2087
5.3925
5.7296
6.1115
6.3662
6.5481
7.0518
7 .1620
7,6394
8.1 851
8.8147
9.1673
9.5493
10.4174
11.4592
12.7324
14.3239
15.2789
16 37 A2
19.0986
22.9183
28.6479
4s.8366
0.5332
0.5554
0.5613
0.5924
0.6059
0.6273
0.6664
0.7108
0.7404
0.961s
0.8201
0.8329
0.8883
0.9517
1.0248
1.0657
1.1100
1.2107
1.3314
1.4789
1.6630
1.7733
1.8992
2.2134
2.6515
3.3037
5.2133
39.9915
39.9907
39.9995
39,9895
39.9890
39.9882
39.9867
39.9848
39 9835
39.9826
39.9798
39.9792
39:9763
39.9728
39.9685
39.9659
39,9630
39 9560
39.9467
39.9342
39.9168
39.9054
39 8914
39.8523
39.7876
39.6690
39.1617
79.9488
79.9445
79.9433
79.9368
79.9339
79.9292
79.9200
79 9090
79 9013
79.8956
79.8789
79.8751
79.8579
79.8369
79.8109
79.7954
79.7781
79.7360
79.6806
79.6058
79.5014
79.4330
79.3494
79.1157
78.7294
78.0230
75.0295
2.1324
2.2211
2.244s
2.3690
2.4228
2.5082
2.6648
2.8421
2.9604
3,0448
3.2785
3.3296
3.5510
3.8040
4.0956
4.2589
4,4356
4.8370
5.3181
5.9051
6.6370
7.0751
7.5747
B.B186
10.5454
13.0971
20.3780
20 TABEL Konstruks i Jalan Raga
t)
I
TGofrog ualaf ls]rnJlsuoy T4EIVJ
8t69'Z
n$?'z960r'z
l6v7'7,
0826'r
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t/89'r,
6/89'lLS9V'l
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6668'0
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z6t9'0
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9206'68
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6 t16'68
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86/6'68
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t/86'68
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6 r66'68
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Ls = 90M
0b
500
480
475
450
440
425
400
375
360
350
325
324
300
280
260
250
240
220
214
200
180
160
150
140
120
100
80
50
5.1 5r
5.3715
5.4280
s.7296
5.8598
6.0666
6 4458
6.8755
7.162A
7.3666
7.9333
8.0572
8.5944
9.2083
9.9166
10.3132
10.7430
11.7196
12.2777
12.8916
14.3239
16.1144
17.1887
18.4165
21.4859
25.7831
32.2289
51.5662
0.6748
0.7029
0.7103
0.7497
0.7668
0.7938
0.8434
0.8995
0,9370
0.9637
1.0378
1.0539
1.1241
1.2042
1.2967
1.3484
1.4045
1 .5318
1.6045
1.6845
1.8708
2.1034
2.2428
2.4018
2.7984
3.3507
4.1714
6.5586
44.9879
44.9868
44.9865
44.9850
44.9843
44.9832
44.9810
44.9784
44.9766
44.97 52
44.9713
44.9704
44.9663
44.9613
44.9551
44.9514
44.9473
44.9373
44.9312
44.9242
44.9064
44 881 6
44 8653
44.8455
44 7899
44.6980
44.5295
43.8119
89.9271
89.9209
89.9193
89.9100
89.9059
89.8991
89.8862
89.8705
89.8555
89.8513
89.8276
89.8222
89.7977
89.7679
89.7308
89.7088
89.6841
89.6242
89.5876
89.5454
89.4391
89.2907
89.1 934
89.0746
88.7426
88.1945
87.1 938
82.9783
2.6984
2.U47
2.8403
2.9979
3.0659
3.1739
3.3719
3.5963
3.7458
3.8526
4.1482
4.2128
4.4928
4.8125
5.181?
5.3875
5.6109
6.1 1 81
6.4075
6.7256
7.4666
8.3899
8.9423
9.5719
11.1375
13.3060
16.4975
25.4781
22 TABEL Konstruksi Jatan Raga
lofio11 uolof ls{nrJsuoy .I4€MJ
0002'0q820 0
9tL6'Z
FgLIT,
0099'z
r090'eqLEZ'Z
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00vz
0092
0092
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t^l 00[ = s'l
i:;--
Ls = 100M
eUR
500
480
475
450
440
425
400
375
360
350
325
320
300
280
260
250
244
220
210
200
180
160
150
140
12A
100
80
50
5.7296
5.9683
6.0311
6.3662
6.5109
6.7407
7j6207.6394
7.9577
8.1851
8.8147
8.9525
9.5493
10.2314
11.0184
11.4592
11.9366
13.0218
13.6419
14.3239
15.9155
17.9049
19.0986
20.4627
23.8732
28.6479
35.8099
57.2958
0.8330
0.8677
0.8768
0.9255
0.9465
0.9799
1.0411
1.1104
1 .1566
1 .1 896
1.2810
1.3009
1.3875
1.4864
1.6004
1.6643
1.7334
1.8904
1.9801
2.0787
2.3084
2.5951
2.7668
2.9627
3.4508
4.1297
5.1 363
8.0433
49.9833
49.9819
49.9815
49.9794
49.9785
49.9769
49.97 40
49.9704
49.9679
49.9660
49.9606
49.9593
49.9539
49.9469
49.9384
49.9334
49.9277
49.9140
49.9057
49.8960
49.8717
49.8377
49.8154
49.7882
49 .7124
49.5862
49.3560
48.3787
99.9000
99.8915
99.8892
99.8766
99.8709
99.8617
99,8439
99.8224
99 8073
99.7961
99.7636
99.7561
99.7226
99 6816
99.6308
99.6007
99.5053
99.4847
99 4346
99.3768
99 2311
99,0278
98 8946
98.7320
98.2778
97.5288
96.1688
90.4523
3.3310
3.4695
3.5060
3.7004
3.7844
3"9177
4.1620
4 4388
4 6233
4.7550
:i.1195
5 1U93
5.5445
5,9388
e .3933
e;.6476
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7.5479
7.9044
8 2962
9.2084
10.3442
11 0232
11.7967
'i3.7176
16.3714
20 2593
31.0281
24 TABEL Konstruks i Jalan Raga
iI
.i
t
9Gofiog uallo1, ls{nJlsuoy .I4WJ
0 L t9'u
6690''
zzgz'v
I/66'0
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8999'Z
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t9l6'69
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Ls = t20M
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500
480
475
450
440
425
400
375
360
350
325
320
300
280
260
250
240
220
210
200
180
160
150
140
120
100
BO
50
6.875
7.1620
7.2374
7.6394
7.8131
8.0888
8.5944
9.1673
9 5493
9.8221
10.5777
10.7430
11.4592
12.2777
13.2221
13.7510
14.3239
15.6261
16,3702
17.1887
19.0986
21.4859
22.9183
24.5553
28.6479
34.3775
42.9718
68.7549
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1.2493
1.2624
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1.3627
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1.4988
1.5985
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1.8726
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3.3201
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3.9772
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6.9235
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59.9712
59.9688
59.9681
59.9645
59.9628
59.9602
59.9550
59.9488
59.9445
59.9413
59.9318
59.9298
59.9281
59.9083
59.8936
59.8850
59.8752
59.8515
59.8371
59.8204
59.7785
59.7198
59.6814
59.6345
59.5035
59.2872
59.2324
119.8273
119.81 26
119.8087
119.7868
119.7770
119.7611
119.7303
119.6932
119.6671
119.6478
119.5916
119.5788
119.5209
119.4501
119.3625
119.31 06
119.2622
119.1105
119.0241
118.9245
118.6735
118.3235
118.0942
117.8146
117.034s
115.7514
113.4235
4.7951
4.9944
5.0469
5.3266
5.4473
5,6390
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6.3883
6.6534
6.8428
7.3667
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7 .9772
8.5434
9.1 957
9.5606
9.9554
10.8513
11.3621
11.9231
13.2279
14.8500
15,8181
16.9193
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23.3899
28.8162lt
i,
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26 TABEL Konstruksi Jalan Raga
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6eLZ'9
9Zg6'9
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so
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Ls = 140M
e 5
500
480
475
450
444
425
400
375
360
350
325
320
300
280
260
250
240
220
210
200
180
160
150
140
120
100
80
50
8.0214
8.3556
8.4436
8.9127
9.1152
9.4370
10.0268
10.6952
11.1408
11.4592
12.3406
12.5385
13.3690
14.3239
15.4258
16.0428
16.7113
18.2305
19.0986
20.0535
22.2817
25.0669
26.7380
28.6479
33.4225
40.1070
50.1338
80.2141
1.6322
1.7001
1.7180
1.8132
1.8544
1 .9197
2.0394
2.1751
2.2655
2.3300
2.5087
2.5477
2.7169
2.9102
3.1329
3.2575
3.3925
3.6987
3.8735
4.0655
4.5126
5.0694
5.4023
5.7815
6.7235
8.0254
69.9543
69.9504
69.9494
69.9436
69.9410
69.9367
69.9286
69.9188
69.9119
69.9068
69.8919
69.8885
69.8732
69.8544
69.8312
69.8175
69.8020
69.7644
69.7415
69.7151
69.6486
69.5538
69.4949
69.4207
69.2135
68.8721
139.7258
139.i025
139.6963
139.6616
139.6461
139.6207
139.5718
139.5130
139.4716
139.4410
139.3519
139.3316
139.2397
139.1275
138.9886
138.9064
138.8137
138.5893
138.4524
138.2947
137.8975
137 .3440
136.9817
136.5403
135.3106
133.2939
6.5242
6.7944
6.8665
7.2467
7.4108
7.6714
B 14BB
8 6895
9 0496
9.3067
10.0180
1 0.1 735
10.8466
11.6147 ,
12.4992
12.9937
13.5286
14.7415
15.432s
16.1010
17.9530
20.1392
21.4414
22.9200
26.5677
31.5412
28 TABEL Konstruksi Jalan Raga
6G lcfrtcy ualrcf ls{nJtsuoy .ruAVJ
E I6T'86S'L'L6LO9'LIZot L0lES'g9680'gC'89'E96Ze'9?9IO'EISCZ'?068?'?Ltlgz'tle LLB't,rsg'e7,182'e6910',\',6erg'zzg99'z,609'Zoole'zesiz'zIET I' Z
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s6ro'z6Lt6',to6'L9LL.r0?9'[[zE' IgLZ'' I6ZEE'TErs7,'B?8 ['sz,zr',990's696'0/888'0?0zB'0B [91'00[IL"o9999'O,LZg'O9269'O?I9E'OeECe'0B?B''O,rvr'o9gzr oz0I?'060gg'0
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2.r3r42.22002.24332.36772.42L42.50662.66292.83982.95773.04193.27503.32593.54653.79844.08874.25114.42694.82575.05315.30305 .88436.60757.03937 .53098.7 492
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23.37L426,L9432-7 .871829.772834,442840,7559
TABEL Konstruksi Jalan Roga
1
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99666'196696oL6116e /666'tL6sL6916LL69L666'616086I8628699666'+?85
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p* k* L.T S.T L.C
5.0.1.2.3.4.5.6.7.8.9
6.0.1.2.3.4.5.6.7.8.9
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.01091 .t+997L105 970120 969L34 969L49 968
.01163 .49967178 966L92 965207 96522r 964
.01236 .t+9963250 962265 961279 961294 960
.01308 .49959323 958337 9s7352 9s6366 9s5
.01381 .49954395 9s3410 952424 951439 950
.01453 ,49949
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.03198 .66699256 700314 701430 704430 704
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.03778 .66712836 7t3894 715952 716
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32 TABEL Konstruks i Jalan Raya
16T
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06?et' tLL99'
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L.CS.TL.Tkri'p*
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542.99537
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34 TABEL Kons truksi Jalan Raga
9t. ofiog uolof ts)rnrtsuol[ .I4EIVJ
o'sz 19166'6' e9r8' OLTL' LLl9' gglE' 06166't' 96rE' EOZz' 602r' gu0'tz zzz66'6' ' 6ZZ8' SeZL' Z?Z9' 8?Z9' ?s266'+7' l9ZE' LgZZ' ELZI' 6LZo'ez 98266'6' Z6Z8' g6Z
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III
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tni
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250 - 300 - FUNCTI0NS 0F TRANSITI0N FOR L, = I
k* L.T S.T L.CP*
25.0 .03611.1 625
"2 640.3 654.4 669.5 .03683.6 697.7 7ll.8 725.9 739
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27.O .03896.1 910.2 924.3 939.4 953.5 .03967.6 981.7 995' .8 .04009.9 023
28.0 .04037.1 051.2 065.3 080.4 094.5 .04108.6 L22.7 136
.8 151
.9 16529.O .04L79
.1 193
.2 207
.3 222
.4 236
.5 .04250
.6 264
.7 278
.8 293
.9 30730.0 .04321
.49684 .98113681 098679 083676 06867t+ 053
.4967L .98037668 022666 007663 .97991661 976
.49658 .979606s6 945653 929651 913648 898
.49646 .97882643 866640 850638 834635 818
.49632 .97802629 786626 77062t+ 75362L 737
.49618 .97721615 704613 688610 .671608 655
.4960s .97638-' 602 62Ls99 604s96 588593 57t
' .49590 .97554587 537584 520582 503579 486
./+9576 .97469573 452570 434567 4L7564 399
.4956t .97382558 364555 346552 329549 311
.49546 .97293
.14348 .6734/1t+O4 350459 35ss15 36157L 366
.t4627 .67372682 378738 383794 389849 395
.i4905 .67400961 4A6
.15016 412072 418128 124
.15183 .67430239 435294 44L350 /+47
405 453.L5461 .67459
516 465571 47L627 477682 483
. i5738 .67490793 496848 502903 508959 514
.16014 .675?0069 527124 533180 s39235 5t+6
.16290 .675s2345 558400 565455 571510 578
.16565 .67584620 591675 597730 604785 610
.16840 .676L7895 6239s0 630
.17005 637060 643
.l7LI4 .67650
.33950 .99rs7 25.0955 150 .i960 143 -.2
965 136 .3970 129 .4
.33975 .99123 .5981 116 .6986 109 .7991 i02 .8996 09s .9
.34001 .99088 ?6.O007 081 .iOl2 07t+ .2017 067 .3023 060 .4
.34028 .99053 .5033 046 .6039 038 .7044 031 .8o49 024 .9
.34055 .99017 27.0060 009 .1066 002 .2071 .98995 .3077 987 .4
.34083 .98980 .5088 973 .6094 96s .7099 9s8 .8105 950 .9
.34111 .98943 28.0116 93s . Ir?2 928 .2128 920 .3L3t+ 913 .4
.34139 .98905 .5145 897 .6151 890 .7157 882 .8i63 874 .9
.34169 .98866 29.0165 859 .1u1 85r .2177 843 .3193 835 .4
.34199 .98827 .5205 819 .6zlt 811 .72t7 803 .8u3 79s .9
.34229 .98787 30.0
TABDL Konstruks i Jalan Raga
I
ofiog uollof ls)rnrlsuoy .IggVJ
0'Ee6'8'L.g'E','E'Z'r'o'?e6'g'L'9's','g'?. L
T'0'geo8'L.9'E','6'Z.r'o'zeo8'L.9'E.,'L
Z'I'O'IE6'8'L.9'E'?'cz'i'0'0e
ISEg6'r9€0196L€,68e86886'LOt9t,szrT9e',r?186'e9,Z9'IL'08?68?86'86'1099is929?€s86'Z'SIEE098695LL9g6'98Es6Et09z19T2986'6298899?9EE989986'ZL9089889169E0186'€,TL
Z,ZL
oeL8tL91186'991E9LTLL6LL18186'
s9s?g'85SISE?TS9EE62,9'E'ZZSsIs80800se6we'9876+'ZL?s9,89rr€,'IS??t+78E' .
te,,zwe'LTITOI?EOtL6€,
068?e'g8E
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8l0gg' 9zg6T' zEeg6' 9gg6?. ez0s0. 0.89,0I0 z,LL gSE 88e 600s0. 6.7,0[,89' gT.L e LE 16€ 966 g.?66 S99 *t6E S6E 186 L.L86 II9 ,tt? 86g L96 g'6L6L9' LS96I' Sttg6' 10?6r' Eg6ro. 's.lL6 ?0S 95, SOIT 6e6 ,' 996 09? 9L' 80? 926 g-s96 96e 96' Zr? 116 z.L?6 ZrTe 9IE ST? L6g I.6e6L9' 8826I ' 9eS9t6' 6Tr6tt' gBB?0' O'rEzE6 ,ez 9ss zz, 698 6-ttz6 I8I gLE gZ, SSB B.916 LZT S6E 6Z? I?8 L'606 eLo "Er9 Ze? LZl g.10619' 6106r' se996' 9er6r. EI8?0. E.tt68 996 EE9 ge, 661 ,- 988 I 16 ?Lg zt?, 98L e
.
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'e6LT' OZOL6. 0CiS6? - tEgro. E.
LtL 618 8t0 609 8rE ,. jttl SZg LSO 9OS ?0S g.ee L OLL S10 org 06, 2,.
6ILL9' r99Lr ZLTL6. 9196?- zg?ro- 0.rgZIL LOq .08 t 6IE g?17 6.so/ 299 8?I ZZS ?e? . .8.869 867 LgT SZS 6Tl L.169 E , g8r gz9 got? g.,8919' 88err egzL6. rEE6?- r6E?OLLg 6EE TZZ ,€,9 LLC ,' oLg 6LZ 6tz Le; e9E e
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3'TI'SI"I]\
I = S.I uoJ NoIJISNvuI JO SN0IIDNIu
x>[*d
eSe - 608III
III
,ro - ooo - FUNCTIONS 0F TRANSITI0N FOR L" = 1
k{-p{- L.T S.T L.C
35 .0"1I2
q
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.7
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36.0.1)2
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.0502303705106s079
.05093107121135149
.051 6317 r-
191?04218
.05232246260273287
.05301315329343357
.05371385399413427
.05441455469482496
,05510524538551565
.055795936A7620634
.05648662676
. 690.7U.05718
. t385381378374371
.49367363360356353
.49349345342338335
.493313273243203t7
.493i3309306302299
.4929s291
" 287284280
.49276272268264260
.492s62522492452t2
.49238234230226222
.492182142LA247203
.49L99
.9633231129t270250
.96229208L87t66i45
.96t24103081060038
.96017
.9599697495393i
.95910888
':966844822
.95800778756734712
.9s690668645623601
.9s578556)JJ511488
.95466443420397374
.9535132830s28r258
.95235
.19826879933987
.20040
.20094147201254307
.2036L41446752r574
.2A627680734787840
.20893946999
.2L052105
.21 I 582tt264317370
.27423475528581634
.2L686739792844897
.2L949
.22002054107159
.222L226431636942t
.ZZ,t*lZ
.68018a26034M2051
.680s9o67075083092
.68100108116125133
.68141150158'1('7775
.681841922012to2L8
.68227236244253262
.68271279288297306
.68315324333342351
.68360369379388397
.68406415424434443
.68452
.34565573580587593
.34602610617625632
.34640'647
655663670
.346780s0693701709
.347t7725732740748
.34755764772780788
.347968048L2820829
.34837845853861870
.3487888689s903911
.3492092893794s954
.34962
.98351342333323314
.9830439s285276266
.98257247237227218
.98208.198188t79169
.981s9t49r39L29119
.98109099089079069
.980s9o49038028018
.98008
.979i97987977967
.97956946935"925914
.97904893883872861
.97851
35.0.1.2.3.4.5.6.7.8o
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38.0.1,
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39.0.1
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40.0
TABEL Konstruksi Jalan Raga'
ofro1g uala4ls{nrlsuoy TawJ
0'E? 98216'6' L6Z8' 60[L' tzt9' Eees' sre L6't' LseE' 89ez' 08eI' Z6Co'?? to?16'6' EI?8' LZIL' 8E?9' 0s?S' Z9+tL6','eL?E' Sg?z' 96,r' 80s0'e? frsl6'6' I6s8' Zr9L' ggE
9' S9Ss' 91916'?' /8Sg' 669Z' OI9I' IZ9O'Zrt Zt9L6'6' tre8' 9S9L' 9999' LLg9' 889/6'?' 669
, E' }tLZ' IZLI' ZELO'I? E,LL6'6' ?sL8' ggl
SLL9' 981g' L6LL6'?' g0gt' 619Z' 628r' 0?g0'0? Isg/6'
tztqe'9rts0?E6Es8es/eEt'E9E95e9?t9EeLZeSt'LI€,LOe8628826LZ,9t'o9za9zOSZI'Z ,
ZCZSE'ZZZerz,OZ?67sSISs'9LTL9r89I8?I6erst'0erTZT
ZITg0I?60Ee'E809LA1908S06rose'I?Ozeoezo?IO900E8'166166086tL6z96rt'
1E689'9t6Eg6,26,T660689'268288I/80980s889'6e867,88I880886/89'L8LLLLL9L9919t189'9eL9ZL9IL90186989'E89SL9s99EE9E7989'sE992991990996E89'98ELLS/ocL9SLtE89'8es8296IE60800E89'o6,'o6tI8?Z9+lzEt89'
6?0SZ' 800?6'866 iEoL1z6 lEO968 2809t8 80I96LrZ' ,ew6'trL 091t69 E8rZ'9 IIZi6g 9e7,jrstz' z9z16'68V LgZ8* Zttr8e LeeEET g9E
,8ZrZ' 88e?6'€ez cltZ8T 8E?oel tgt6LO 88?8z0rz' elg?6'916 86ESZ6 Z9S,18 189ZZ8 ZT9rLLeZ.' 9e9?6'6rL r99199 E89 .
919 }tL?99 ,eLerEEZ' 6SLr6'T9, EgL60? /088EE ZEg90e 9E8?szez' 088?6'zoz '?06
osl 826860 296groez' 916t6',6622' 000E6'Z'6 CZO
068 Lro8e8 IZ0981 ?60,CLZZ' 8IIS6'289 I?I0e9 s9r8/E 88I929 ZIZeLr?ZZ' SeZ96'
.0668?' E0?90. o.s,,66 68e 6.8669?' gLt ' g.e00 zge L.-r00 6rt 9-T106?' EgE90. E.EIO TZC T'610 80t r-?20 tt6z Z'820 I8Z I.zEo6t' 19290' o.r,9e0 egz 6'I?0 6ez 8.s?o 9ZZ L.0E0 zr7. 9-,so6?' 86190' E.8S0 ?8I ?.290 tn _ e.LgO L9T Z'TLO Til I' 9L06t?' 08190' O'E,6LO 9I I 6-?80 zoi 8.880 680 L.[60 910 9.L6A6r' 19090' s.IOI L'O ?.sol ?80 e.OII OZO Z'?rr /0090' r.8r16?' 866E0' o.z?ZZI 616 6'921 s96 8.OeI 296 L-,ET 886 9'8E16?' tz6s0' s.Z?T 016 ,.9rr 968 e'IET T88 Z'ESr 698 r.6Ei6?' ss8s0' 0- r?t9i I?8 6.Lgt LZ? 8.ILI ?I8 L' glr 008 9.6LT6t' 98rE0. E.E8I ZLL ,' Z8I 6SL E'16I STL Z's6I ZeL r.66T6i' 8IrE0' 0.0?
T'SJ"Ix>{
a+-
3"I
I = S'I uOJ NoIJISNvet JO SNoIJJNTu -*d
oS? - o0?III
rI
I
3.3. Contoh perhitunean
Contoh perhltungan berikut diannbildalam ttPengantar Teknik Jalan RayaJoseph Barnett.
Contoh I :
Diketahui : Suatu tikungan pada jalan raya (rural kelas IIB dengan keten-tuan-ketentuan :
A = 15030r0O'r
Lebar jalur jalan = 7 .00 m
Klasifikasi medan = datarRadius Yang diambil= 400 m
Ditanvakan: : ff:3;:;":il"::i:;"3?"Perhitungan kurva data :
berdasarkan rumus-rumus yang diberikanBag. III" serta tabel-tabel AASHO dan
:
40 TABEL Konstruksi Jalan Raga
6tofio1g uallo1' ls)rnrlsuoy .I4WJ
0's?o8'L'9'E't'E'7. a.
I'0'r?6'8'L'9's'+Z'
['Z'I'0't?o8'L'9's'rl'E'L
I'0'zt6'8'L.9's't'
,g',LI'0'I?o8'L.g'I?,E.
I.0'o?
982L6'L6Z608rzt€EesttL6'LSe89e08ez6e,o?16'9T?LZ?8e?os?zgtL6'T,L'E8?96r80s6LSL6'resZ'Ss9EE9E9LSL6'r8s6690r9TZ9ze9L6'e?9ES9999LL9889/6'6690Il.IZLZELE,LL6'?919919LL981L6LL6'8086186280?8ISgl6'
?ztge' 1s689'gr? 916EO? EC6S6e rrz6
s8e 'rc EIEEC' 60689'
EgE 26899e 2889'T TL?9ee 098LZeEe' OS889'Lre 6[8LOt, 628862 - 8I8882 8086LZse' 86/89'O9Z LaLO9Z LLLOSZ LgLT'Z 991ZT,ZSE' 9'189'ZZZ ' gEL
ETZ gZL
toz' g|t?6T gOL
ESISC' E6989'9LT E89LgT 9198gr s998?I 9596ErSt' 51989'0e1 se9IZT 929zrt 9T9Eor 909?608e' 96S89'E80 98EgLO LLg190 1998S0 199'6?0sE' L?589'I?O 8CEzto 829€zo 6rE?I0 60s900Ee' 00E89'166 06t166 06?086 I8?TL6 Z9T296?e' 29189'
6to9z' E00?6866 reO1176 LSO968 2809t8 80I96LrZ'
'eW6' ?,1 O9Ie69 E8rZI79 ITZ169 9e7.O?SIIZ' Z9Z16'68t LgZ8E? ZrcLgC LEC
Eee g9E
tSzrz' 888?6'€EZ EI'Z8T 8E?oer egt6LO 88?EZOVZ' eIS?6'.916 8eE926 299tlg 189ZZ8 ZT9rLLez' 9e9?6'6rL r99199 E89919 OIZ,9E
'TL 6rEez' 691t6'T9' 68/60, 2088Ee Ze890e 9E8tszez' 088?6'ZOZ
'A6 osr 826860 296giotz' 916t76'?6622' 000E6'z16 ezo068 Ltj8e8 rLO981 i60,TLZZ' 8IIE6'289 I?I089 S9r8rg 88r9ZS 7,TZ
EL?ZZ' 9tZS6'
.0668?' €0?90' 0's,,66 68e 6'8668t' 9Lt, 8't00 zge L'r00 6re 9'1106?' See90' s'EIO TZC T'6i0 80e e',ZO T6Z Z'8ZO I8Z I'ZEO6?' 19290' 0't7t9e0 egz 6'r?0 6ez 8'9tz0 9ZZ L'0s0 zTZ 9't906r' 86190' E'8S0 ?8I ,'290 tLT e 'LgO LSI Z''Il0 ltTI I'9LO6r?' 08190' 0'E?6LO 9rI 6'?80 z0I 8'880 680 L'e60 sro 9'L606t' Ig0g0' E'IOI L'O T'sol tio - e'0rI 020 z'?rI 10090' r'8ii6?' 666S0' o'ztZZT 616 6'9Zr S96 8'oEI 296 L',Er 8t6 9'8E16?' ?269A' S'z?r 016 ,' gtzl 968 e 'IEI 888 Z'EEI 698 I'6S16?' sE8S0' 0'r? "t9r r?8 6'LgT LZg 8'ILT ?I8 L'gzt 008 9'6lr6t' 981E0' E'E8I ZLL ,'/8I 6SL e'161 gTL Z'E6I ZEL I'
I'ST"I*I
€
III
3"I
I = S.I uo{ NoIIIsNvuJ JO SNoITSI,Uu -
*d
oS? - o0?
3.3.' Contoh qerhi.P.Pnean
Contoh perhitirngan berikut diambildalam t'Pengantar Teknik Jalan RPy.Joseph Barnett.
berdasarkan rumus-rumus yang diberikanBag, III" serta tabel-tabel AASHO dan
Contoh ,1 :
Diketahui :
Ditanyakan:
Suatu tikungan pada jalan taya (rural kelas IIB dengan keten-tuan-ketentuan :
A = 15030'00"Lebar jalur jalan = 7 -00 m
Klasifikasi medan '= datarRadius Yang diambil= 400 m
- Perhitungan kurva data- Diagran suPerelevasi
Perhitungan kurva data :
TABEL Konstruksi Jalqn Raga
ofro,, u,r,r Is{nrrsu@
1666r'0
segoo'o
=)I*'={d
logl'D soc V c,/T soc tr990'rt= o0?- 3=6t'T6dt=f,- -ft-*;= su ?gv'?g = s66'62, + (osL,t) gr . (gle,o + 00?) =
{+ VfEt(d+U)=rIu.g8I'g9I = Bgl'grt + 09 x Z = \+ S.I Z = T
.-- \ 099 O9E A u 88l'grt = (o0ilJt z xgffi= u ^l,z * fr:= hE E66'62 = T666r.0 x 0g = { rtr gLg'o = gzgw,o x 0g = d
( urOg=ST
906'9 = oL6Z"7 x z - og.Er = so z - v = ?y
oL6z'tt= OO=ffi-gz= ffi*= So
'x'o
,l'O890'0 x 0g
u Ig'66
LZL,ZJToEf' ' zzo'o =
3 ,+. t- 'C'u'{'A LLL (
E^
epe tuef ST lp"f= 6a' L€, - ,'oL =
?'0'00?
z,zo'o = urusT
e8req es{Tred
D.I + ST
SC-CS 8un>1tua1 SuBCued =
IS-S3 tun48ual= OS_SJ 8un4tua1
7. = 1 ue8un411JT = uereltutlEueIuedtuefued = "T =
uffi)= o
ut00?= u
uel8eq Eue[ue6uel8eq Euefue4
1e:1ds tuefue4
: BTnuroJ uor.ls peTl:fpou depeq-ra1 51(ualtelnqrp) u 09 (-- u E.?s = lJ E9I = s1
,98o6=or8s.€=,;%r=(
990'0= e: ue{lgdepl(0f .O = .xeru e {nlun OHSVV faqet l"er{T.I
I{dur 0E = urefTunl 0g = A-
Delebaran tikupqan : .,
III 12 untuk v = 80 km/jam = 50 mph )
=45cm
Lebar jalur = 7 ,00 m cn 22 ft I -----jD = 3,5810w = 1r5 ft
Lihat Gambar pada halaman berikutnya.
42 'TABEL Konstruksi Jatan Raya
ti
I
-.-'= f,E,ttFcF
3
t9r>6l i!D-tac!t!,trl?FI
Dg
;i\u E3tl: I -.-1.-
' ,/r i)d
sIf,z
IEirt!hz>o
-
-{-l--
t;
notobe
Fi
,/lt
?i
i
t,
Iob'{o
Dll6o
D
T
Co
E.
8
mJ rtrD-95$r*lorrllllrtttIe
rf :E?,eeig? 3 s 3t r - S' F}I
rI
9aI3
o'l ,- slln
I_ol,OrrO
IIo{c
t7ofio1g uala4 lslnrlsuol{. 11g1gq;
o*..
,J-
lEIrlo_lol5t;lo
.oItt6
;--1 ! -r
t
rIt?!
Contoh ff
Soal pada contoh I, Radiusnya diubahPerhitungan-perhi.tungan akan menjadi
menjadiR=1200m.sbb. :
I
II
I
LaAv360
(ror-r. crRcLE)
x 27f R=15,5 xzff x1200=324,467m360
1200 1200 = 11,062 m
Cos (7 ,75o)
Tr = R tg * A = 12oo tg (7,750) = 163,313 m
E = R -ft=Cos *A
---) Superelevasi !
D -L432,4 = 1L432.4 y = L,Lg4o = 1o12rR 1200
Table III - 9 e = 0,027
+ Pelebaran tikungan (tabel III - 12) = Ie
= 0.597 f tcm (abaikan)
Diagram supereleva.si :
Untuk dapat menggambarkan pencapaian kemiringan dari lereng normal ke kemiring'an penuh, berhubung kita t.idak mempunyai lengkung transisi maka harus kita hitung dulu lengkung-transisi fiktif, yang kita beri notasi L$. Sesuai dengan namanya yang ttfiktifttr' lengkung t,ransisi tersebut sebetulnya tidak ada.Tapi kdrena adanya keperluan untuk-pencapaian kemlringan dari normal crown keful1 superelevation, maka bagian lurus sepanjang 3/4 t& plus bagian lingkaran-sepanjang l/4 L! kita pergunakan sebagai lengkung peralihan fiktif.
tl:xx.,'i ss'ilrH,'il:;:'*:1"1"::i:,1;'::l:"il11':'Hr"tara tepi perkeras6n'-
^(daftar II, standard perencanaan geometrik). '
44 TABEL Konstruks i Jats.n Raya
6=l9o7o'cl
-
ofio1g ulollo?ls)rnrTsuoy ilgwJ
.,:l::; Ji j;;. Jl fil", lj, :1,:31':ii]iji",:i, H i;3":,fi ,;:;ffiiTi pueln {T1T1-rr1r1 eped udiior" Joruou uetpnrua; ;1ue1d1 euecuSr requeE eped u'rsrrnfTp ttt 0s clelr upp se:lpar >1e-ra8raq'["ii6r" alguy .r^[ ue{rnfunuau (+) Epuef ueue{ qeTeqas Stepas 6y ue>1>lnfunuaru <*i-rirra Trr{ qereqas ol3uy '000+0 uoTfels rotuou ueSuep- laford TBAB rTtrt Trep rernuTp Eu1uo11e1g
--a_\e }GO'O -
1
-: -.- -_ 3 D Go.o
-
duTuollefs .t
i-;-=--
t
ooz rr ,,
: . qqs lpeCuau rsplaf e-radns ruer8elq
I f-I
u oo'o? = FT rTqusru 6.Ze =
lrr E?gI'o = sr760.0 + LO,O.
fr-q,=q
LENGKUNG VERTIKAL :
* cmqguNc
ALYNM,IEN VERTIKAL
EJ-lv-
Y=
:; S(LvT_Ly-
3. Syarat drainage :
A.Lv800
A*2200 Lv
5 = jarak PandanganUntuf jarak Pandangan henti :
h1 = 1'25 nhZ ,= 0,10 m
Untuk jarak Pandangan nenYiaP
h1 = 1'25 m
h2 = L'25 m
- .c ,rl(frt*fi)'Lv=,1! >--
A;S)Lv
hl = tinggi mata Pengemudi'
hZ = tinggi halangan'
Untuk lengkung vertikal cembung :
1. Syarat keamanan ; berdasarkan :
jarak Pandangan henti (S ( L atau
+ Pakai grafik IlI halaman 20
- jarak Pandangan menYiaP
-+ Pakai grafik IV halaman 21
2. Keluwesan bentuk : Lv = 0'6 v (m)'dimana v =
S >L)PPGJR.
PPGJR.
kecep. rencana (kru/iam) '
Lv=40Apaling ideal diambil Lv /an$ t'erpanjang'
TABEL Konstruksi JaLaft Raga
Ii
I
l
ofi.og uulof ls{nrtsuoy TAWJ
'TE{TfJaA ueseqeQa>l = J
(z)
rrprmBrrrg
Hvrrtvg I0 NVSVINIT v0vd -ONmtgD TV){IJ,U[A DNmCNf,T
.Euefued:af Euef ^T TTqrue TpapT tu11edI
Tepuef Trep :eqe[1ri upepeqrad = V V 0? = nT
: ateute:p le:efgLgr0=^T
{nlueq uesoAnre4 le:ei(5 . €
'(*[/*rt) euecua: ue].eda3ol - A
'(rapTru I'0 = e rrqulerp eruurnrun)' zlap fw E'O >. B
TeladT:fuas [etedec:ed = e
.,
'ur9dd zz ueureTeq A {TJefg: Eun>1ao
B OOEI
eT = ^'I
: ueusueduel 1e:efg .Zueueueal 1e:efg .
ffe{T1ra^ Eun>iBua1 {nfull
nT (s
^T>s
vSTffdET-SZ=^'l
S E.g + OEIp;__=nT
: cNo)s3 *
S)Lv
S(L,
T -r( 27OOLrv-LA
Untuk ini L, dapat dicari dengan memakai grafik VI halaman 23
memenuhi Syarat keamanan berdasarkan jarak pandangan henti) '
Perumusan di atas diasumsikan bahwa PPV teDat berada di bawah
bebasan vertikal C = l+ 15 meter
LENGKUNG VERTIKAL
Contoh soal6(+t7,5o)STot:4+7Oo
PPGJR. (masih-
bangunan : ke-
V = 60 km/jam
S(L
, S dan Q jika diketahui Perbanding
4,5 %
* 3,5 7..
e tutun.o,/o
of/oi
I
I
I
{.lit.
l'.+.+-
.FE_
trA SOns PLV
. t@,n slt 4+?@ zoo.t ,
Hitung : Elevasi & station PLV ; PTV
an SQ:Q-PTV = 1:2Penyelesaian :
grade A - PPV
grade PPV - B
[= ler -ezll.Syarat keamanan
didapat Lv =
o. =35-30,50 x100ol loo m
82 = 37'5-: 30'5 ;a 100200
= l-4,5-3,5 1 =87o.
: grafik V halaman 22 PPGJR
120-m S < L
TABEL Konstruksi Jatan Raga
ofio11 ualaf ls)rnrtsuoy ruAVl
'lu 09 = AId e-
u, eE.o = zct. (oal)ooq
= zr. "l goa
- r. iJd TreP u, 0? nBfB
i
g
Z:I=lJd-b:bSxn'If *(ooE+il ='AJ,d vrs
g,ZE = T,Z(og) z9't
'099*?=+ E'oE =+ S'06 = (n: i)ZB + Add.Aefo = Atrd.aeTf, *
u g/'IE = Z'I- +
'0r, +
z'tt=L'z+E'oE
00s+?ErgE=ng+Add.^aTe
?=o'If-(oos+?)
S VISS'^aTf, *ATd BlS
.w oz, I = ar€*'00i = A<id --- 1 1e:e[
u gZZ = 't.j ,rit[
7,
= (ffi.) "i.g', + os.o6 =
(nr+)IE + ,lcid'Aofe = A'Id .AerE x
-008
= F-= A7"T'v
g
'ru 0ZI = A'I 1B}pd1p
'lu
tx g'UII = n: i
= n'I re4edrp uexp eIuln>ir:aq.:eBe eiuln>:r:eq Eun48uai eiuepe
-rne<irueiau.;
'(ueueulea:1 te:eis rqnuauau edueq) etes u 0ZI Eunl8uai ue8uap de1:e.ro e{T[ ! delrano TeplauelTleq:adTp n1:ed .u S;Z = ^.I ueltqrue8ued
4e:ef) u 00e ( E oZC = nT {ntun puerBl rrr SiZ t/1 ur g. lZZ, = ^.1 ,rqrst"trl
g - t' >1e:ef euete{ Tqnuaueu! {BpTt) u g7e = (S)Ol = y 0? = ^,I : ateule:q .,
. .tr 9t = (Og)9.0 =,1 9.0 = ^.I {nfueq uBsaAnTeX.E
;Euf dutes :equet leqTT
'(de1-rano eu (t.O) 'OEI -eral e8n[ rqnuaueu Wp]1) ur E,\Z,Z = ffi =
'giap7'r:rI'o=e ffi=^.I:ueusupr(uaq1e:efg.Z
E1ev.Q =
=
Staa=
(e1ev.PTV-g2'4A) +Y l
(32,6 - 3,57".40) * 0,53 = ",?
* 0,53 = 31,'73 m
c-a PTV - 40 m = (4 + 560) - 40 = 4 + 520
----o0o----
- fenDt Konst,:uksi Jalan Raga
I
DfibU uolDf ls)rnrrsuoy T4WJ
( tr I tvoN\/.t uvsvrtv rvvoe8Sild
HV/SV8tO NvsvrNt'l Yovd9Nnr33 -tVXtrH3n gNnxgN3l gNVrNVd 'tn )tJvug
( h I tYorrrvr uvgyrty NV\rOtEU:ld
!
oor f6
€rf;zGltca
o'1 :3tIl-{
- ftl
osr 3
;.ut
ulE
03 40oY(,zIU
i,1
f 3oo
i;irYytY-ffie1011
PEH,3EOAAN ALJAEAR LANDAT (,T)
GRAFIKIII.PANJANGLENGXUNGVERTIKALCEMBUNG
TABEL Konstruksi Jal"an Raga
( % ) tvoNv't uvSvr-tv NVVO38U3d68[9sbt
9Nn)3C ]v)uurn 9Nn)9N31 9NVrNVd .n )|JVU9
Tost 2(-o8r e
rooz 2
oxozz ,ootz <m
{wz!
atrlFl!3(,zl,t(,zt{)oz
Zc
-rEO
!!na
E-T,"fi
l-3 rlo
t:
PERBEOAAN AL.IABAR
PEnEuItX-nsiurul |rl
PANJANG LENGKUTTIG VERTIKAL CEMBUNG( I,NTUX JALAN RAYA DUA JALUB }.
GRAFIK IV.
I-t'o o.-!/
'*lroo
I
l
to0
,o0
a00
to0
aoo
300
z1
o!
t.',t")
Eard.tarltn lar.Ipand.tlttn rnanyl.P
/it'-i/ ;j J(
ro])]
v t),t/
.3O
J /
'TABEL Konstruksi Jatan RaYai
t
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