DISERTAI CONTOH PBNGGUNMN

Sctence I

DATA LENGKUNG HORIZONTAL( PERHITUNGAN DENGAN MENGGUNAKAN TABEL )

1.1 MENENTUKAN BENTUK LENGKUNGa. ctRCLE ( TC-CT ) .

Lihat Table 1 (halaman 1-1 s/d 1-3), diatas garis tebal dianjurkan menggunakan spiralperalihan, tetapi tidak diharuskan.Pada kolom yang sesuai dengan kecepatan rencana ( Vr ) tentukan harga panjang lengkungspiral peralihan minimal (Ls min) dalam baris yang sama dengan harga R yang sesuai.R ditentukan secara grafis pada gambar rencana (plan) dengan menggunakan maal(template).

b. sptRAL-ctRCLE-SP|RAL ( TS-SC-CS-ST )Lihat Table 2 { halaman 2-1 sld 2-25\R ditentukan secara grafis pada plan Pada baris yang sesuai ciengan harga R tersebutdi atas, dapat dibaca harga-harga untuk 0, , p dan k.

Hitung dahulu harga 6' = L-2 0, , kemudian hitung harga L'dengan rumus L' = R. A'#,(pemakaian rumus diatas, ditulis dalam satuan derajat atau degree ditulis dalam desimal).Syarat = L' > 20 meter

c. sPtRAL-sPtRAL ( rs-f f -sr IDigunakan bila L' < 20 meter. Table yang digunakan adalah Table 3 (halaman 3-1 s/d 3-5).

1.2 RUMUS-RUMUS UMUMa. CIRCLE ( TC-CT )

J = R tg*o

f = T. tg*o

r = #^ *Harga a dihitung secara analitis berdasarkan koordinat-koordinet Pl. Harga R ditentukansecara grafis pada plan dengan menggunakan maal (tennplatei

b. sprRAL-ctRCLE-SP|RAL ( TS-SC-C$-ST )Harga dihitung lebih dahulu secara analitis ( seperti pada a ) diatas, dengan demikian pulaharga R ditentukan secara grafis pada plan.

TABEL Konstruksi . Jalan Raga 1

( r -1)(r -2)( t -31

Lihat Table 2 pada baris yang sesuai dengan harga R tersebut dapat dibaca harga-hargayang sesuai untuk 0s , p dan k.Rurnus-rumus yann digunakan adalah :Tq = /R+n)rrr1^+k\ " r t 'o 2 L\

Fq _ (R'p)

_R

"o, 1o2

l- = L '+2Ls

dimana L, = # . 2. n. R

A' = L-Zes.. . . . . . . . . . . , . . . ( f f -5)Kontrol I : L '>20meterHarga e (superelevasi) dilihat pada Tabel 1 (halaman 1-1 s/d 1-3 )Kontrol 1: L

Tabel I -1R

dalammeter

Vr = 29 km/jam Vr = 36km/jam Vr = 49km/jame% b' Ls min a o/o b' . Ls min e% b' Ls min

400 2.0 0.50 25360 2.7 0.50 25320 2.5 0.50 25300 2.7 0.50 25280 2.9 0.50 25240 3.4 0.50 t3204 z.z 0.50 20 4.0 0,75 25180 2.5 0.50 20 4.4 0.75 30160 2.8 0.75 20 4.9 0.75 30140 3.2 0.75 20 3.J 0.75 30130 3.4 0.75 20 5.8 0.87 30120 0.75 20 6.2 1,00 40100 4.5 1.00 25 7.2 1.00 40on 5.0 1.00 25 7.6 1.00 40RF 2.480 2.1 5.6 1.00 25 1.25 4075 2.270 2.4 o.J 1.25 30 8.8 1.25 50o5 2.560 2.6 '1.000 7.1 1.25 30 9.4 1.50 5055 2.8 1.000 1550 2.9 1.000 15 8.0 LCU 40 9.9 1.50 5045 in 1.000 15 8.4 1,50 4040 3.1 1.500 15 8.9 1.75 4035 3.2 't.500 20 9.4 2.00 4030 3.4 1.500 20 9.8 2.25 4025 3.5 1.500 2020 3.6 1.500 2015 4.0 3.700 2A

4.0 3.700 20

TABEL Konstruksi. Jalan Raya

Tabel I - 2R

dalammeler

Vr = 36 km / jam Vr = 60km/iam Vr = 70km/jam vr = 80km/jamLs min Ls min e% LS mrn e% Ls min

2.2002.0001.9001.7001.6001.5001.4001.3001.2001.1001.000

9509008508007fi7006506005605505205004804754504404254003753603503253203002802602n240n02001801601501401n1008050

. L.NL.N2.1LJ

2.52.5z.t

2.82.9ta

30303030.t{J3030?n

L.NL.N1.1

2.22.42,3

2.72.9

40&4A404040

L.NL,Nt9

2.22.42.72.82.9

4040404n4040

L.NL.Nl - l

2.22.32.72q

; ,CU503{J50

3.2J.4

3.63.84.0+.t

4.64.95.35.65.76.06.2o..+

6.56.87.07.172,

7.88.08.28.58.68.99.29.59.69.810.0

50

50505050505050606060606060607070707070708080808080809090

J. l

3.33.53.84.14.44.64.74.9c. l

5,35.45.75.85.96.26.56.76.97.37.57.78.18.4d.o

8.8ol9.4o710.0

40q4040NN5050505050

5050EA

6060606060606070707070

708080

3.13.33.53.53.73.94.04.04.2

4.75.0(15.35.65.76.06.36.76.97.17.58.08.69.19.3

9.9

40404040404040q4040N4040&40505u5050(n5050ou.606070707070

3.13.23.253.43.83.83.84.14.24.44.75.05.15.35.7o.z

6.7I -Z

7.57.88.69.49.9

30J{J

3030303030303040&4A4A&404050505050bU6060

Diatas garis tebal, spiral peralihan dianjurkan tetapi tidak diharuskan.

4 TABEL Konstruks t Jata"n Raga

Rdalammeter

Vr = 90km/jam Vr = 100km/jam Vr = 110km/jam Vr = 120km/!ameo/o Ls min e'/o Ls min Qo/o Ls min e% Ls min

3 0002.8002.6002.5002.4002.2002.0001.9001.8001.7001.6001.5001.4001.3001.2001.1001.000

9509008508007507006506005805505205004804754504N425400375360350325320300280m0250240220200180't60150

L.NL.P2.12.22.32.5t.o28

50

50RN

505050

L.NL.NL.P2.15Lt2.42.5z. l

2.8

606060

,60OU6060

L.NL.NL.PL.T

L.P2.12.42.52.682.8

6060606060606060

L.NL.P2.1L.L

2.52.52.72.85

70707A70707070

J.U3.23.4J.O

3.84.24.54.9c.45.76.0o.46.8I .Z7A

d.J9.09.79.9

^)70707070707070808080909090

100100100'100100

< t l

3.21V

3.74.04.34.85.05.35,6b.uo.Jb.d/ .J8.08.58.79.19.49.69.69.89.9

6{J60606060OU70707070808080m90

'100100100100100:100100100

3.U3.33.6

4.34.54.85.0

5,76.16.67.17.77.88.28.58.78.8909.19.49.69.89.9

10.0

bU60OU606060606060707Q8080808090909090

100100100100't00100100

2.4

J. /J. t3.94.14.4.4.65.0(16,Q

o.tb./6.87.27.47.77.88.1R?

8.58.89.19.2o19.69.659.89.9

505050505U

5060bU60707070708080808080809090909090909090

Diatas garis tebal, spiral peralihan dianjurkan tetapi tidak diharuskan.

TAEEL Konsfruksi Jalan Raga 5

Tabel rt - 1

Ls=1

0J^

010.2U.J

0.40.5u.o

0.70.80.9101.11.242

1.41.51.61.71.81.92.02.1222.32.42.5LOz. l

2.82.93.0

0.00000001 45529094363581 872728727

0.00101811 63530904544EOOOJJJJ

74538907

0.002036218163270472561 7976339000

0.00305421 996345049046359781 39267

0.004072121753629

0.50000000000

0.49999989996999299879982997599689959994999399927991499009886987098539835981 7979797769754973197079683965796309602

' 95739543

1.00000000.9999997

9988997399519924989098519805975396959631v30 |94859403931 5922091 20901 3890087828627852683898245809679417780761274387258

0.00000000.00058180.00116360.00174530.00232710.00290890.00349060.00407240,00465410 00523590.00581760.00639940.00698110.00756290.00814450.00872620.00930790 00988960.01047120.01105290.01163450.01221610.01279770.01337930.01396090.01454240.01512400.01570550.01628700.01744990.0174499

TABEL Konstruksi' Jalan Raga

Tabel tr - 2Ls=1

AJ

3.03.13.2??

3.43.53.63.73.83.94.04.14.24.34.44.54.04.74.84.95.05.15.26?

5.4q6

56576n

5.96.0

0.00436295083653779919445

0.0050899235238065260671481 689621

0.0061075252839825435688983429796

0.0071249270241 5556097062851 59968

0.0081421287443725780

0.0087232

0.4999543951294809447941 39378934292059267922891 88914791 059061901 78972892688798830878187318680862885748520846584088351839382338123

0.99972587073688166836479626960635831

.

560253685127488146284369410438333556327329842689'23872080

' 1766144711210789045101 08

0.99897589401

0.9989039

0.01744990.01802130.01861270.01919410.01977540.02035670.02093800.02151930.02210060.02268180.02326300.02384410.02442520.02500630.02558740.02616840,02674940.02733040.02791130.42849220.02907300.02965380.03023460.03081530.03139600.03197660.03255730.03313780.03487930.03429880.0348793

TABEL Konstruks t Jalan Raya 7

Ls=1

0^i)

6.0o. l

6.26.3o.46.5o.o6.7b.d

o.Y

7.07.17272,

7.47.57.67.77.87.98.08.18.28.38,48.58.68.78.88.99.0

0.00872328685

0.00901381 59030434495594874008852

0.0100304175732094661611 37565901 6

0.0110468192033714823627477.269177

0.0120628207935304981643278839334

0.01030784

0 499812381118049798679217856778977227653758475137442736972967221714670696991691 36833675366716588650564206636624761 60607159815890

n ooRon?o867 182977917753071 3867396334592455075084465542243779333228792420'1954'14831 00605220033

0.997953790358528801 47 4946968643658385354

0.03487930.03545960.03604000.03662030.03720050 03778070.03836090.03894100.03952100.04010100.04068100.04126080.04184070.04242050.04300020.04357990.04415950.04473900 04531850.04589800.04647730.04705670.04763590.04879420.04879420.04937330.04995230.05053130 051110' t0.05168890.0522677

I TABEL Konstruks i Jalan Raga

Ls=1

0^

9.09.19.29.39.49.59.69.79.89.9

10.010.110.210.310.410.510.610.710.810.911.011.111.211.311.411.511 .611.711 .811 .912.0

0.01307842235268551 36658580369486

0.0140936238638365286673681 859635

0.0151084253339825431688083299778

0.016122726754124557270208468991 6

0.017136428124260

0.499589057995706561 2551754225325522751285028492748254723461 I45144408430141 9340843974386327513628352434093293307628282889281 I2698

0.9975354480442483686311825431 9631377078401 86

0.996958189718354773171 036468582751 8145283869320425331 85611730484

00.995978990888381766869496224

0.05226770.05284630.05342490.05400350.05458190.05516030.05573860.05631690.05689510.05747320.05805120.05862910.05920700.05978480.06036250.06151770.06151770.06209520.06267260.06324990.06382710.06440430.06498130.06555830.06613520.06671200.06728870.06786540.06844190.06901840.0695947

TABEL Konstrukst Jalan Raga I

Ls = 30MA

J

650OUU

5605505205004804754504404254003753603503253203002802602502402202001801601501401201008050

1.322' .t .+c/_+1.53471.56261.65281.71891.79051 80931.90991.95332.02222 14862.29182.38732.45552,64442.68572.86483.06943.30553.43773.50103.90654.29724.77465.37155.72366.1 3887.16208.5944

10.742017.1887

0.0577U.UOZC

0.06700.06820.07210.07500.078'10.07890.08330.08520 08820,09370.1 0000.1Q420 10710.1 1 540.11720.1 2500.1 3390.14420.1 5000.1 5620.17040.1 8750.28830.23430.24990.26770.31230.37470.46820,7476

14.9997t4.vYv/14.999614 999614.999614,999514 999514.999514 999414.999414.999414.999314.999214.999114.999114.998914,998914.998714.998614.998314.998214.998014.997714.997214.996514.995614.995014.994314.992214.988814.982414.9551

29.9984ZY.YYO I

29.997829.997829.997529.997529.997129.997129.9967IY.YYOC29.998329.996029.995229.994829..994529.993629.993429.992529.991429.990029.989229,988329.988129.988129.979229.978629.970029.965629.959229.932629.894729.7071

0.2308U.ZCUU0.26280.27270.28840.30000.31250.31580.33330.34090.35290.37500.40000.41660.42850.46150.46870.49990.53560.57680.59980.62480.68160.74970.93690.93690.99931.07051.24861.49761.49762.9808

10 TABEL Konstruksi JaLan Raga

Ls = 40Me^

1 3001 20011001 000950900850800750650600560550520700

0.88150.95491.04171.14591.2A621.27321.34811.43241.52791.76291.90992.04632.08352.20371.6370

0.05130.05560.06060.06670.07020.07410.07860.08330.08890.1 0260.11110.11900.12120.12820.0952

19.999819.999819.999819.999719.999719.999719.999619 999619.999519.999419.999319.999119.999119.999019.9995

39.999139.998939.998739.998439.998239.998039.997839.997539 997239.996239.995639.994939.994739.994139.9967

0.20510.22220,24240.26670.28070.29630.31370.33330.35550.41020.44440.47610.48480.51280.3809

TABEL Konstruksi Ja.Ian Raya 11

Ls = 40M0

b^

5004804754504404254003753603503253203002802602502402202001801601501401201008050

0.1 3330.1 3890.1 4030.1 481u. tc lc

0.1 5690 16670.17780.1 8520.1 9050.20510.20830.22220.23810.25640.2666Q.27770.30290.33720.37020.41640.44420,48540.55500.66570.13151 3257

0 55550 56130.59250 60600.62740.66650 71100.74060.76170.82030 83310.88860 95201.02521.06621 .11061.21141.33241.48021.66481.77551.90202.21782 65913 31855 2727

2.29182.38732.41252.54652.60442.69632.86483.05583.1 8313.27403.52593 58'103.81974.09264.40744.58374.77465.20875.72966.36627.16207.63948.18519.5493

11.459224.323922.9183

19 998919 99881 0 00ee

1 0 0047

19 998610 00nq

19 998319.998119.997919.997819.997519.997419.997019.996619.996119.995719.995419.994519.993219.990819.989619.988219.988419.981519,973419.950419.8102

39 993639.9931?o 00ro

39.992139.991739 991139.990039.988639 987739.986939.984939.984439.982239.979639,976339.974439.972239.967039.960039.950639.937539.928939.918439.889639.809339.750739.3647

12 TABEL' Konstrukst J alan Rag a

Ls = 50Me^

b

1 9001 8001 7001 6001 50014001 300120011001 000950900850800750700650600560550520

0.75390.79580.84260.89520.95491.02311.10181 .1 9371.30221.43241.50781.59151.68521.79051.90992.04632.20372.38732.55782.60442.7546

0.05480.05790.06130.06510.06940.07440.08010.08680.09470.10420.10960.11570.12250.1 3020.13890.1 4880.1 6080.1 7860.1 8600.1 8940.2003

24.999924.999824.999824.999824.999824.999724.999724.999624.999624.999524.999424.999424.999324.999224.999124.998924.998824.998624.998324.998324.9981

49.999149.999049.998949.998849.998649 998449.998149.997649.997449.996949.996549.996149.995749.995149.994449.993649.992649.991349.990049.989749.9884

0.21930.23150,24510.26040.27780.29760.32050.34720.37880.41660.43860.46290.49020.52080.55550.59520.64100.69440.74390.75750.8012

TABEL Konstruks i Jatan Raga 13

Ls = 50MH

J

480A-7 F,at J

450440425400?7A

3603503253203002802602502402202001801601501401201008050

2.86t2.98423.01563.1 8313.25543.37033.s8103.8'1973.97894.09264.40744.47624.77465.11575.50925.72965.9836.51097.16207.95778.95259.5493

10.231411.936614.323917.904928.6479

0.20830.21700.21930.23150.23670.24510.26040.27770.28930.29760.32040.32540.34710,371 I0.40050.41650.43390.47330.52050.57830.65050.69380.74320.86671.03931.29762.0689

24.997924.997724.997724.997424.997324.997124.996724.996324.996024.995824.995124.994924.994224.993424.992324.991724.991024.989224.987024.983924.979724.976924.973s24.963924.948024.918824.7331

49.987549.996449.986249.984649.983949.982749.980549.977849.975949.974549 970449.969549.960249.960249.953849.950049.94s849.935549.921949.903649.878149.861349.840849.783449.688449.513949.7644

0.83320.86790.87700.92570.94680.98011.04141 .11081 .1 5701 .1 9001.28151 .30151.48721.48721 .60151.66551.73481.89222.08102.31162.59962.77232.96943.46154.14815.17218.1 857

14 TABEL Konstruksi Jalan Raga

Ls = 60Me^

2800260025002400220020001 9001 8001 7001 6001 50014001 3001 20011001 000950900850800750700650600560550520

0.61390.66110 68750 71620.78130.85940.90470.95491.01111 07431.14591,22781.32221.43241.56261.71891.80931.90992.02222.14862.29182.45552.64442.86483.06943 1252{

Ls = 60MH

5004804754504404254003753603503253203002802602502402202001801601501401201008050

0.30000.3'125n ?,t E7

0.33330.34090.35290.37490.39990.41660.42850.46140.46860.49980.53550.57670.59970.62470.68140.74940.83250.93630.99861.06971.24721.49521.86562.9617

3.43773.58103.61873.81973.90654.04444.29724.58374.77 464.91115.28885.37155.72966.1 3886.61116.87557.16207.81318.59449.5493

10.743011.459212,277714.323917.188721.485934.3175

29 996629.996129.996029.996629.995429.995029.994429.993629.993129,992729 991529 991229.990029.988529 986729.985629.984429.981429.977529.972229.964929 960029 954129.937629.910229.859929.6436

60 0704

59.976659.976160 07??

59 972159 970159 966359 961659 9683

59 948959 947359.940059 931259 920259 913759 906359.888559.865159.833559.789459 760459.725159 626159 462259 161759 8757

1 .1 6481.24961,26281.33291 36321.41131.49941 59931 66581.71341.8450'1.87381.99862.14112,30552,39752.49722.72372.99523 32673.74063.98864.27174.97775.96157 4250

11.6950

16 TABEL Konstrukst JaLan Raga

Ls = 70M

2800260025002400220020001 9001 8001 7001 6001 5001 4001 300120011001 000950900850800750700650600560550520

0.71620.77130.80210.83560.91151.40271.05541.11411.17961.25331.33691.43241.54261.67111.82302.00542.11092.22822.35922.50672.67382.86483.08523.34233.58103.64613.8564

0.07290.07850.08170.08510.09280.1 0210.1 0750.11340.12010.12760.13610.1 4580.15700.1 7010.1 8560.20420.21490.22680.24020.25520.27220.29160.31410.34020.36450.37120.3926

34.999834.999834.999834.999834.999734.999634.999634.999634.999534.999434.999434.999334.999234.999034.998834.998634.998434.998234.998034.997834.997534.997134.996634.996034.995434.995334.9947

69 998969.998769.998669.998569.998269.997969.997669.997369.997069.996669.998269 995669.994969.994069.992969.991469.990569.989469.988169.986669.984869.982569.979769.976269.972769.972769.9683

0.29170.31410.32670.34030.37120.40830.42980.45370.48040.51040.54440.58330.62820.68050.74240.81660.85960.90730.96071.0207i.oaaz1 .1 6651.25621.36081.45791.48441 5700

TABEL Konstruks i. JaLan RaYa 17

Ls = 70MA"S

500480475450440425400

360?6n

JZC

320300280260250240zzu

2001801601501401201008050

4 01f4 17784 22184.45634 55764,71855 01345.34765.57045.72966.1 7036 26676 68457.16207 71298.02148 35569.1152

10.028611.140812.533513.369014.323916.711320.053525.066940.1 070

0,40830 42530.42970.45360.46390,48030.51030.54430.56690.58310.6279u.bJ/ /0.68020 72880.78470.81610.85000.92721.01971.13271.27391.35851.45511.69622.03202.53474.0127

34.994334 903834 993734.992934.992634.992134.991134 989834.989034.988334.986534.986034.984134 981834,978934.977134.975234.970534.964334955934.944234,986634.927234.901034.857634.777934.4360

69.965769.9628OY.YOZU

69.957769.955769 952569.946469.9390AO 0??0

69.930069.918969 916369.904869 890769 873369.862969 851369.823069.785969.735869.665869.619869.563869.406969.1 47369.672066.6469

1 63281.74071 71861.81401.85s21.92062.04062.17642.26702.33172.51072 54992.71962.91343 13703.26213,39763.70544.07444.52485.08675.42335.80736.76438.0955

10.069615.7706

18 TABEL Konstruks t Jalan Raga

Ls = 80M0^

2800260025002400220020001 9001 8001 7001 6001 5001 4001 3001 20011 001 000950900850800750700650600560550520

0.81850.88150.91670.95491.04171.14591.20621.27321.34811.43241.52791.63701.76291.90992.08352.29182.41252.54652.69632.86483.05583.27403.52593.81974.09264.16704.4074

0.09520.1 0260.1 0670.11110.12120.1 3330.1 4030 14810.1 5690.1 6670.17780.1 9050.20510.22220.24240.26660.28070.29630.31370.33330.35550.38090.41020.44440.47610.48480.5127

39.999739.999739.999739.999639.9996?o oooE

39.9994?q 000?

39.999339.999239.999139.998939.998739.998539.998239.997939.997639.997439.997039.996739.996239.995639.994939.994139.993239.993039.9921

79.998479.998179.997979.997879.997379.996879.996579.996079.995679.995079.994879.993579.992479.991179.989479.987279.985879.984279.982379.980079.977279.973979.969779.964479.959279.957779.9527

0.38090.41020.42670.44440.48480.58330.56140.59260.62740.66600.71110.76'190.82050.88880.96961.06651.12271 .1 8501.25471.33311.42191.52351.64061.77721.90411.93872.0504

TABEL Konstruks i Jatan Raga 19

Ls = 80Mo"S

50040047545044042540027q

3603503253203002802602542402242001801601501401201008050

4.58374.77 464.82495.09305.20875.39255.72966.1115b.Jbbl

6.54817.05187 16207.63948.1 8518.81479.1 6739.5493

10.417 411.459212.732414,323915.278916.370219.098622.918328.647945.8366

0.53320.55540.56130.59240.60590.62730.66640.71080.7 4040.96'150.82010.83290.88830.95171.02481.06571.11001.21071.33141.47891.66301.77331.89922.21342.65153.30375.2133

?0 qa15

39.9907

39.989539 989039,988239.986739.984839 983539.982639.979839.979239.976339 972839 968539 965939.963039.956039.946739.934239.916839.905439 891439.852339 787639 669039.1617

79.948879 944579.943379 936879.933979.929279.920079.909079.901379.895679.878979 875179.857979.836979 810979.795479 778179 736079.680679,605879.501479.433079.349479.115778.729478,023075.0295

2.13242.22112.24452.36902,42282.50822.66482.84212.96043 04483.27853 32963.55103.80404.09564.25894.43564.83705 31815.90516,63707 07517.57478.8186

10.545413 097' l20.3780

20 TABEL Konstruks t JaLan Raga

Ls = 90Me^:(

:3 0c240025002400220020001 9001 8001 7001 6001 5001 4001 3001 20011001 000950900850800750700650600560550520

0.92080.99171.03131.07431.17201.28921.35701.43241.51671.61141 .71891.84171.98332.14862.34392.57832.71402.86483,03333.22293.43773.68333.96664.29724.60414.68784.9583

0.1 2050.1 2980.1 3500.1 4060.1 5340.1 6870.17760.1 8750.1 9850.21090.22500.24110.25960.28120.30680.33750.35520.37500.39700.42180.44990.48210.51910.56240.60250.61350.6489

48.999648.999548.999548,999548.999448.999248.999248.999148.999048.998848.998648.998448.998248.997948.997548.997048.996648.996248.995848.995348.994648.993848.992848.991648.990348.990048.9888

89.997789.997389.997189.996889.996289.995489.994989.994489.993789.992989.991989.990789.989289.987389.984989.981889.979889.977589.974889.971s89.967689.962889.956989.949489.941989.939889.9326

0.48210.51920.54000.56250.61360.67500.71050.75000.79410.84370.89990.96421.03841.12491.22711.34981.42081.48871.58791.68711.79951.92801.92802.24912.40962.45342.5948

TABEL Kons truksi. Jalan Raya

Ls = 90MH"S

500480475450440425400375JOU

Ls = 100M0^

2800260025002400220020001 9001 8001 7001 6001 5001 4001 3001 20011 001 000950900850800750700650600560550520

1.02311 .10181.14591 .1 9371.30221.43241.50781.59151.68521.79051.90992.04632'.20372.38732.60442.86483.01563.1 8313.37033.58103.81974.09264.40744.77465.11575.20875.5092

0.1 4880.1 6030.1 6670.1 7360.1 8940.20830.21930.23150.24510.26040.27790.29760.3205a34720.37880.41660.43860.46290.49010.52080.55550.59510.64090.69430.74380.75740.8010

49.999549.999449.999349.999349.999149.999049.998849.998749.998649.998449.998249.997949.997549.997149.996649.995849.995449.994949.994249.993549.992649.991549.990149.988449.986749.986249.9846

99.996899.996399.996099.995799.994899.993799.993199.992399.991399.990299.988999.987299.985299.982699.979399.975099.972399.969199.965499.960999.955699.949099.940899.930699.920399.917499.9076

0.59520.64100.66660.69440.75750.83330.87710.92590.98031 .04161.11101 .1 9041.28191.38871.51491.66641.75401.85141.96032.08272.22152.36012.66302.77642.97453.02853.2030

TABEL Konstruksi Jalan RaYo

Ls = 100M0^

5004804754504404254003753603503253203002802602502402202102001801601501401201008050

5.72965.96836.0311o.Jooz6.51096.74077.16207.63947.95778.18518.81478.95259.5493

10.231411 .018411 459211 .936613.021813.641914.323915.91 5517.904919.098620.462723.873228.647935 809957.2958

0.83300.86i70.87680.92550.94650.97991.04111.11041 .1 5661 .1 8961 28101 30091.38751.48641.60041.66431.73341.89041.98012.07872.30842.59512.76682.96273.45084 12975.1 3638.0433

99.900099.89'1599.889299 876699.870999.86 1 799.843999.822499 807399.796199.763699.756199.722699 681699.630899,6007aq 6AAR

99.484799.434699.376899.231199.027898.894698.732098.277897.528896.1 68890.4523

3.33 1 03 46953 50603.70043.78443.91774.16204.43884.62334.75505.11955 19935.54455.9388A ?O?2

6.64766.92297 54797.90448.29629.208410 344211,023211.796713.717616.371420 259331.0281

49 983349.981949.981549.979449.978549.976949 974049.970449.967949.966049.960649,959349 953949 946949.938449.933449.927749.914049.905749.896049.871749 837749 815449 788249.712049.586249.356048.3787

24 TABEL Konstruksi Jalan Raga

Ls = 120M0^

2800260025002400220020001 9001 8001 7001 6001 5001 4001 300120011001 000950900850800750700650600560550520

1.22781.32221.37511.43241.56261.71891.80931.90992.02222.14862.29182.45552.64442.86483.12523.43773.61873.81974.04444.29724.58374.91115.28885.72966.1 3886.25046.3411

0.21430.23080.24000.25000.27270.30000.31580.33330.35290.37500.40000.43850.46150.50000.54540.59990.62150.66660.78580.78980.79980.85690.92280.99961.07101.11241.31'13

59.999159.998959.998859.998759.998559.998259.998059.997859.997559.997259.996859.996359.995759.995059.994059.992859.992059.991159.990059.988759.987259.985359.983059.980059.977059.976259.9754

119.9945119.9936119.9931119.9925119.9911119.9892119.9880119.9866119.9851119.9831119.9808119.9779119.9744119.9700119.9643119.9568119.9521119.9467119.9402119.9325119.9232119.9119119.8778119.8801119.8623119 8573119.8403

0.85710.92300.96001.00001.09081 .1 9991.26311.33321.41161.49981.59981.71411.84591.99962.18142.39942.52562.66582.82252.99883.1 9853.42683.69013.99714.28224.35994.6110

TABEL Konstruksi Jala"n Raga

Ls = 120MA

J

500480475450440425400?78

3603503253203002802602502402202102001801601501401201008050

6.8757.16207.23747.63947.81318.08888.59449.16739.54939.8221

10.577710.743011.459212.277713 222113.751014.323915.626116.370217.188719.098621.485922.918324.555328.647934.377542.971868 7549

1 .1 9941.24931.26241.33251 36271.41081.4988'1.59851.66501.71251 84391.87261.99712.1 3932.30332.39512.49442.72002.84882.99043.32013.73123.97724.25774.23596.92357 3614

s9.971259.9688A0 oAR1

59.964559.962859.960259.955059.948859.944559.941359.931859 929859.928159.908359.893659.885059.875259.851559.837159.820459.778559.719859.681459.634559.503559.287259.2324

119.8273119.81 26119.808711 9.7868119.7770119.7611119.7303119.6932119.6671119.6478119.5916119.5788119.5209119.4501119.3625119.3106119.2622119.1105119,0241118.9245118.6735118.3235118.0942117.8146117.0345115.7514113.4235

4 79514 99445 04695.32665.44735.63905.99046.38836.65346.84287.36677.48127.97728.5434o 1067

9.56069.9554

10.851311.362111.923113.227914.850015.818116.919319.645723.389928.8162

26 TABEL Konstrukst Jalan Raga

Ls = 140M

0^

28002600250024A0220020001 9001 8001 7001 6001 5001 4001 3001 20011 001 000950900850800750700650600560550520

1.43241.54261.60431.67111.82302.00542.11092.22822.35922.50672.67382.86482.08523.34233.64614.01074.22184.45634.71855.01345.34765.72966.1 7036.68457.16207.29227.7129

0.29170.31410.32670.34030.37120.40850.42980 45370.48040.51040.54440.58330.62810.68050.74230.81650.95950.90270.96051.08051.08861 .1 6631.25591.36051.45751.48401.5035

69.998569.998369.998269.998069.997669.907169.9968AO OOAq

69.9960AO q065

69.994969.994769.993269.993169.990569.988669.987369.985969.984269.982169.979769.976769.972969.965369.963869.962269.9617

139.9912139.9898139.9890139.9881139.9858139.9829139.9810139.9788139.9763139.9732139.9695139.9650139.9594139.9524139.9433139.9314139.9240139.9153139.9051139.8928139.8781139.8601139.8377139.8096139.7814139.7734139.7465

1.16661.25631.30661 .36101.48471.63321.71911 .81461.92132.04142.17742.33292.51232.72162.96883.26553.43733.62813.84134.08114.39284.66335.02155.43925.82685.93256.2739

TABEL Konstruksi Jalan Raga

Ls = 140M0)^

500480475450440425400375360350325320300280260250240220xa2001801601501401201008050

8 02148.35568.44368.91279.11529.4370

10.026810.6952't 1 . 140811.459212.340612 538513.369014.323915.425816.042816.711318.230519.098620.053522.281725.066926.738028.647933.422540.1 07050.133880.2141

1.63221.70011 .71801.81321.85441 .91972.03942.17512.26552.33002.50872.54772.71692.91023.1 3293.25753.39253.69873.87354.06554.51265.06945.40235.78156.72358.0254

69 954369 950469 949469.943669.94' t0AO O?47

69.928669.918869,911969.906869.891969.888569.873269.854469.831269.817569.802069 764469.741569.715169.648669.553869.494969.420769.213568.8721

6.52426.V9446.86657.24677.41087 67148,1 4888 68959 04960 ?nA7

10 018010 173510.846611.614712.499212.993713 528614.741515.432516.101017.953020,139221.441422.920026.567731.5412

139.7258139 7025139.6963139.6616139,6461139.6207139.5718139.51301 39.47 1 6139.4410139.3519139.3316139.2397139.1275138.9886138.9064138.8137138.5893138.4524138.2947137.8975137,3440136.9817136.5403135.3106133.2939

28 TABEL Konstruks i. JaLan Raga

Ls=160M

0s

2800260025002400220020001900I 8001700r600I 500I 400l 300i 20t)1 100I 00095090085080075070065060t)560550520

.62tO

.7629a??

9s

500580475450440425400375360351)3253'.20303280'2602502402202ro'200I80160150L40r20l0c805O

2. I3L42.2',2002.24332.36772.42142.50662.66292 .8398

3.04r93.27503.32593.54653.79844.08874.25114.42694.82575.05315 .30:105.88436.60757.03937 .53098.t 492

ro.4266

9.16-9.549t9.6498

10. tB59ro.4t l4i0.7851lL459212.223rt2.732413.096214. 103614.323915.2789tc-.3102r7 .629518.33461 9 .098620.834821.827022.918325.464828.641930.557732.740438.r97' ,245. 8:16657 .29589I.6132

79.931379.926079.924479.915879.911979.905679 .81)3479 .878879 .868879.860979.838779.833679.810779.7828t9 . t 43'279.727779.704679.648179.614679.575'279.476r79.331979 .247 479 .r37 |78.829318.3233

I 59.5909159.5561r59.5467l 59.4951r59.4719r59.4341159.36t2159.2734l59.2r\ lr59.1661159.0332159.102915[J .8660rs8.6988s8.49lB58.369358.2313

8.5r778.87138.96439.46019 ,67 4l

r0.013810.6362i I .340811.310112.t45I13.07r5t3.273914.150115. i49516.299616.9422t7 .6372i9.21 l520. lo7821.090823,37 1426.194327 .81t829.772834.442840,7559

t51 .8912r57 .6936157.4589I 56 .8683i 56 .04601 55 .5084154.85391.53 .0337I 50 . 0589

30 TABEL Konstruksr Jala-n Raua ,

TABLE III. SPIRAL.SPIRAL

no 6 669994 814 669

.99993 .00873 .66669992 931 66999r 989 670990 .OlO47 670989 105 67r

.99988 .01163 .6667r98i 222 671985 280 672984 338 6i2982 396 673

.99981 .Or454 .66673) l i otq) / | o/)

.33333 1.00000 0.033 1.00000 .134 1.00000 .234 1.00000 .334 1.00000 .4

.33334 1.00000 .5334 i.00000 .6334 .99999 .711.t, ooo R

334 999 .9.33334 .99999 1.0

335 998 .1335 998 .2335 998 .3335 997 .4

"???A qqqqT

.5. JJJJV

336 997 .6336 996 .7337 996 .8337 995 .9

.33337 .99995 2.0338 994 .1338 993 .2339 993 .3339 992 .4

.33339 .99992 .5340 991 .6340 990 .734r 990 .834r 989 .9

.33342 .99988 3.0343 987 .I343 986 .2344 985 .3345 984 .4

.33345 .99983 .5346 982 .6347 981 .7347 980 .8348 979 .9

.33349 .99978 4.0350 977 . I350 976 .235i 975 .3352 974 .4

.33353 .99973 .5354 97r .6355 970 .7356 969 .8357 967 .9

.33358 .99966 5.0

979978976 629 6i5

.975 687 676.99973 .01745 .666 r-6

97r 803 6i7969 861 6i8967 9i9 678965 978 679

.99963 .02036 .66680961 094 681958 r52 681956 2rO 682953 268 683

.99951 .02326 .66684948 384 685946 !143 686943 501 68694r 559 687

.99938 .02617 .66688935 675 689932 733 690930 79r 69r927 849 692

.99924 .02907 .66693

TABEL Konstruksi Jalan RaAa

50 -

100 - FUNCTIONS 0F TRANSITION FOR L, = I

L.T S.T L.Ck*nJi

5.0 .00727.1 7t+2.2 756.3 771.4 795.5 .00800.6 814

1 RlQ

.8 843

.9 8586.0 .00872

. l 887

.2 901

.3 916

.4 930

.5 .00945

.6 960

.7 974a qRq

.9 .010037 .O .01018

.1 033

.2 047

.3 062

.4 076

.5 .01091

.6 105

.7 120

.8 i34

.9 r498.0 .01163

.1 1781 lO,

.L

.3 207

.4 221

.5 .oL236

.6 250

.7 265

.8 279

.9 2949.0 .01308

.1 323

.2 3372 ?q,

.J

.4 366

.5 .01381:6 39s.7 410.8 424.9 439

10.0 .01453

.49987987986986985

.49985984984983983

.t+9982981981980979

.t+9979978977976

. 976

.t+9975974973973

.4997r970969969968

.49967966965965964

.4996396296196r960

.499s99589579s6955

.t+99549539529s19s0

,49949

.9992492r9189I49i i

.99908904901894894

.99890886882879875

.9987 1867863859855

.9985 I846842838833

ooRl 082/+819815810

ooRnq

800795790785

.99780775770764759

.99754748

737731

.997251t9713708702

,9%96

.a2907965

.03023'o82140

.03 I 98256314430430

.03488546604662720

.03778836894952

.040 l0

.04068126184242300

.04358416474532590

.04648706l04

822879

.04937995

.05053l l r169

.05227285342400458

.u))ro574632690747

.05805

.666cJ3694696697698

.66699700701704704

.66705706708709710

.667127L37157t6771

.66719720722i24725

.66777728730t-32733

.6673s737738740t4L

.66744745747749751

.66753/))l ) t759/or

.66763/ er)767769771

.66713

359360361362

.3336336436536736i

.333683693 t'I3 i2313

.J iJt4376377378380

.33381382384385386

.33388389391392394

???qi397399400402

.33403405407409/+ l0

.33/+124144t6417419

.3342r423425427128

.33430

.99966965963962961

ooo qq958956953953

.999 5 I9509489169/+4

qqq6'1

94r939931936

.99934932930928926

qqq?4

922920918916

.999 I 39i1909907904

qqqn?900897895983

.99890888885883880

.99878875373870867

.99865

TABEL Konstruksi' Jal"a"n Raga

I I ]rno r

I I I

1 io -

200 - FLTNCTIOI{S 0F TRANSITION FOR L" = l

p+: kt L.T S.T L.C

15.0. .1

: ..A.5.6.7.6.9

16 .0.1.2.3.4

.6

.8

.91.7 .0

. l,?.3.4.5.6

R

.91R n

. i1

?

.4

.6

. / -F

.9rq n

. l

.2?

.4

A

.7Ra

20 .0

.02465479494)UD522

.02537551565579594

.02608622637651666

.02680694709723738

.02752766781795810

.02824838853467882

.02896

.02176 16 .99317194 884 308205 BB3 299219 8Bi 289234 880 280

.02248 .49878 .9927r262 876 26127 7 875 ?52291 873 242306 872 233

.02320 .49874 .99223335 868 2r3349 867 203364 865 194378 864 i84

.02393 .49862 .997J440i 860 764422 859 154436 857 14345r 856 133

.08684 .66908741 91 I799 914856 918913 921

.08970 .66924

.09028 92E085 93i142 934200 938

.09257 .66941314 94531r 948428 952485 955

.09543 .66959600 962657 966714 97077r 973

.09828 .66977885 981942 9849e9 e88

.10056 992

.10113 .66995r70 999227 .67003284 00734t 01 1

.10398 .670154s5 019572 023569 021626 031

.10683 .67035740 039797 043854 A4i910 051

.10967 .67055

.17024 . 059081 063138 067r94 072

.trz>r .o/u/o308 080364 08442r 089478 093

.11535 .67097

.33553 .99696 15.0556 692 .1559 688 .2561 683 .3564 679 .4

.33567 .99675 .5571 671 .657 4 667 .7577 662 .8580 658 .9

.33s83 .99654 16.0586 649 .1589 645 .2593 64r .3s96 636 .4

.33s99 .99632 .5602 627 .6606 623 .7609 618 .8612 611+ .9

.336r5 .99609 17.0619 605 .1622 600 .2626 595 .3629 59i .4

.33632 .99586 .5636 581 .6639 576 .7643 572 .8646 567 .9

.33650 .99562 18.0654 557 .1657 552 .2661 547 .3664 542 .4

.33668 .99s37 .5672 532 .6675 527 .7679 522 .8683 577 .9

.33687 .99512 19.0690 507 .1694 502 .2698 497 .3702 49r .4

.33706 .99486 .s709 481 .6713 476 .7717 470 .872r 465 .9

.33725 .99460 20.0

.49854 .99\23852 113850 702849 @2841 081

.49845 .9907I843 060841 050840 .039838 029

.49836 .99018834 007832 .98996830 985828 974

.1:982 r- .98692825 951823 94082r 929819 917

.49817 .98906815 894813 883811 871809 860

.49808 .98848806 836804 824802 8r2800 800

.49798 .96;88

34 TABEL Konstrukst Jalan Raga

I I i

200 - 250 - FUNCTIONS OF TRANSITION FOR L. = 1

kr(6:FY L.T S.T L.C

10.0 .02896. l 910

r O?q

"

qlg

.4 954

.5 .02968

.6 982"

oq7.8 ,03011.9 026

21.0 .03040. l o54.'2 068.3 083./1 497.5 .031i1.6 L?5. i 140

e l i6

.9 15922.0 .03i83

I lq7) ?11a. t t6

.4 240

. ) .uJl)4

.6 268- t )Rac ?q7o ?t .

23.0 .03326. l 340.2 354.3 369.4 383.5 .03397.O 4l l

- / 4 lo.8 !+40.9 t+55

2!.C .03469.1 483.2 497

1 ql ,

.5 .03540

.6 354

. t )Ottx lx l

o iq7l i .0 .0361 I

.49798 .98788796 776194 76479r 752t'89 740

.49787 .98728/65 / I )783 703781 690779 678

.49777 .98665t t ) o)L773 639i70 67i/ob ol4

.49766 .98601t-64 588lo l ) t )t>9 )oi/> / )4Y

.49755 .98536753 52375r s097 /19 t+96747 482

.49745 .98469743 455740 442738 428735 /+51

.49i33 .98401731 387728 373726 359723 345

.4972L .9833r719 316716 3027r4 288711 2r-4

.49709 .98260707 245io4 23r702 276699 202

.4969i .98187694 r72ovl L) t689 143687 i28

.49684 .98113

.11535 .67097591 102648 106705 l l l76t 115

.11818 .6 t - l I9875 124931 128988 r33

.12041 137

. i2t0l ' .67142I> | 14 t2r4 l5I2io 15632i 161

.12383 .67i65t39 170496. r15552 i80609 184

.t2665 .67189iTl r94t-77 199834 204890 208

.t2946 .67213

. i3002 2i8059 223r l < ' )1q1?a ??' l

. i3228 .6i2382gr+ 243340 248396 254452 259

.13508 .67264564 269OZL Lt4

677 280733 285

.i3789 .67290845 29590i 301957 306

.14012 311

. i4068 .6731711/, 1) ' )

180 328236 333292 339

.i4348 .6734t'

.33725 .99460 20.0729 454 .1733 449 .2737 443 .3741 438 .4

.33745 .99432 .5749 427 .6753 42r .7758 4r5 .8762 410 .9

.33766 .99404 2l .o770 399 .177L 393 .2779 387 .3783 381 .4

.33787 .99375 .579L 370 .6796 364 .7800 358 .8804 352 .9

.33809 .99346 22.0813 3t+O . 1818 334 .2822 328 .3826 322 .4

.3383i .99316 .5835 3i0 .6840 304 .784t+ 298 .88L9 292 .9

.33854 .99286 23.O858 279 .1863 273 .2868 267 .3872 26r .4

.33877 .99254 .5882 248 .6886 242 .7891 23s .8896 ',229 .9

.33901 .99222 24.0906 216 .1910 209 .2915 203 .3920 196 .4

.33925 .99190 .5930 183 .6935 177 .7940 170 .894s 163 .9

.33950 .99157 25.O

TABEL Konstruksi Jalan Raga '

rTTra!

250 - 300 - FUNCTIONS OF TRANSITION FOR L, = I

k*nJfE L.T S.T L.C

25.0 .03611I A)

I I I

300 - 350 - FUNCTIONS 0F TRANSITI0N FOR L. = l

6*' kJ: L.T S.T L.C

30.0.1.2

?

6

.7R

31.0.1.2?

.4

6

.7R

32.O1

.21

,4

A

.7A

.1)?

.4

.7

q

34.0.1.2

?' .4

6

.7Rq

?5n

.o432r .49s46JJ) J+J

349 540363 537377 534

.04391 .49531405 5284r9 525434 522448 519

.04462 .49516476 513490 510s04 506518 503

.04532 .49500546 497560 494374 490588 487

.04602 .49484616 481630 478645 475659 472

.04673 .49469687 166701 462715 45,q729 455

.04743 .49452751 449/-71 445785 442799 438

.04813 .49435827 43284i 429855 425869 422

.04883 :49419897 4r5911 472925 408939 405

.04953 .49401967 398981 395995 391

.05009 388

.05023 .49385

.17114 .61650 .34229169 657 235224 664 24t279 6iO 248333 677 254

.1 7388 .67684 .34260443 691 266498 698 273552 745 279607 7r2 285

.t t66I .67719 .34292716 726 298770 733 304825 740 311879 i1r- 317

.17934 .67754 .34324988 761 330

.18043 768 337097 775 343r52 783 350

.18206 .67790 .34356260 797 363315 804 370369 8r2 376124 819 383

.18478 .67826 .34390532 834 397586 841 403640 849 410694 856 |r i

.18748 .67863 .34124803 871 431857 878 43891 1 886 444965 894 45r

. i9019 .67901 .34458a73 909 465127 916 472181 924 479234 932 486

.19288 .67939 .344933t+2 947 500396 955 508450 963 _il.5504 97r 522

.19557 "67979 .3452961 I 987 536665 994 5{+4718 .68002 551712 010 558

.19826 .68018 .34565

.98787 30.0779 . l71r .2763 .3755 .4

.9E7 46 .5

130 .7722 .B7r3 .9

.9870s 31.0697 .1688 .2680 .3672 .4

.98663 .5o)) .o646 .7638 .B629 .9

.98621 32.O612 . i603 .2)v] . J)ub .4

569 .6fou . /55r .8)41 .Y

.9d>J4 Ji .U535 . l516 .2507 .3498 .4

.98489 .5480 .647t . lL62 .B,/, q? o

.98/144 34.O/ .2< l

425 .2/t I6

.3407 .4

.98398 .5389 .637 ,o .7370 .8361 .9

ue?qt ?i n

.97293275257239221

.97203i85167148130

.97 r12094075057038

.97020001

.96982963944

.96926907887868849

.9683081179L772752

.96733713694674655

.9663561559s576556

.96536516496475

.964354I4394373353

.96332

TABEL Konstruks i- Jala.n Raya 37

I I I

3:o - 40o - FdI;CTTONS OF TRANSTTION FOR i," = l

k.* L.T L.C

35 .0. l.2

?

.4

"6. / -

R

.936 .0

.1

.2a

.4

6

A

.937 .0

.1

.2?

.4

.5

.7Rq

38.0.1

.4

.7R

.q

?oo.1.2

.4

A

.7e

40.0

"05023 . . )385037 381051 378ub) J/4079 371

.05093 .49367107 36312\ 360]J) J)O149 353

.05i63 .49349r t i J4)191 342204 3382r8 335

.05232 .4933r2t16 327260 324273 320287 317

.05301 .49313315 309329 3063t+3 3O2357 299

.05371 .19295385 29r399 287413 284427 280

.05441 .492764)) ZI I469 268482 264496 260

,05510 .49256=al n

I I I

400 - 450

- FUNCTIONS 0F TRANSITION FOR L" = I

nltv

L.T qT

,10.01

.2

.J

.45

.7

.8,9

,1I .0.1.2

.4

.5

.6

. iR

42.0.1.2

.45A

.7

43.0.1.2.J

.4

.61

.8

.944.0

1

.4

.6

.7

olr5

.0

.05718 .49199 .95235732 195 212745 191 1887s9 187 165772 183 r4r

.05786 .49179 .95118800 1.75 094814 771. O7r827 t67 04784i 163 023

.05855 .49159 .95000869 155 .94976883 15i 952896 146 9289lo 142 904

.05924 .49r38 .94880938 r34 856952 130 832965 126 807979 r22 783

.05993 .49118 .94759

.06007 114 734020 110 710034 105 685047 101 661

.06061 .49097 .94636075 093 612089 088 s87102 084 562116 079 538

.06130 .49075 .94513r44 071 488157 067 463L7L 062 438184 058 4r3

.06198 .49054 .943882r2 050 363226 045 337239 041 312253 036 287

.06267 .49032 .9426228r 028 236294 024 2rr308 019 185321 015 160

.06335 .49011 .94134349 007 108362 003 082376 .48998 057389 994 031

.06403 .48990 .94005

.22473 .68452>lo 402578 481630 /+9O682 490

.22734 .68500786 509838 519390 528942 538

.22994 .68547

.23046 557098 567150 i77202 586

.23254 .68596306 606J)d oro409 62646L 635

.23513 .6864s564 655616 665bb/ o/)7r9 685

.2377r .68695822 iO66/4 / rO925 7269 lO t JO

.24028 .68746079 756r30 767r82 777233 787

.24284 .68798335 808387 818438 829489 839

.245t$ .68850591 860642 871693 882744 892

.24795 .68903846 9r4896 924947 935998 946

.250t19 .68957

.34962 .97851 40.0971 840 . I980 829 .2997 619 .3997 808 .4

.35006 .97797 .5014 786 .6023 775 .7032 765 .8041 7 34 .9

.35049 .977/+3 41.0058 732 . Ia67 72r .2076 710 .3085 699 .4

.35094 .97688 .5103 677 .6).r2 666 .772L 655 .8r30 643 .9

.35r39 .97632 42.O148 621 . rI )O O-lU .Z167 599 .3176 587 .4

.35185 .97576 .5r94 s65 .6204 553 .72r3 542 .8222 531 .9

.35232 .975L9 ,43.024t 508 .1250 496 .2260 485 .3260 473 .4

.3s279 .97462 .5288 t+so .6298 438 .7307 427 .83r7 4r5 .9

.35327 .97404 44.O336 392 .l346 380 .2356 368 .3365 357 .4

.35375 .97345 .5385 333 .6395 32r .7405 309 .8415 297 .9

.35424 .97285 45.0

TABEL Konstruks t JaLan Raga 39

.3.3. Contoh perhi tunganContoh perhi tungan ber ikut d ianbi l berdasarkan rumus-rumus yang diber ikandalam "Pengantar Teknik Jalan Raya Bag. I I I " serta tabel- tabel AASHO danJoseph Barnett .

Contoh I :

Diketahui : Suatu t ikungan pada ja lan raya (rural kelas I IB dengan keten-tuan-ketentuan :

A = 15030'00"Lebar ja lur ja lan = 7.00 mKlasl f ikasi medan = datarRadius yang diambit= 400'm

Ditanyakan: - Perhi tungan kurva data-

Diagram superelevasiPerhitungan kurva data :

40 TABEL Konstruksi Jatan RaAa'

Panjang spiral - Ls panjang lengkung TS-SC =panjang lengkung CS-ST

Panjang bagian l ingkaran - LC panjang lengkung SC-CSPanjang bagian tikungan L = 2 Lg + LgR =400m

D = ( I432,4o ) = ( 7432,40 ) = 3,581o = 3035'R 400

V = 80 krn/jarn = 50 mphLihat tabel AASH0 untuk e max. = 0,10Didapatkan :e =0,068

Lg = 163 f t = 54,3 m + 60 rn (dibulatkan)

Periksa harga Lg terhadap nodified short formula :2

Lq-;^ =O,O22L - 2,727v'k 'R.C. c

= O,O22 . (8013 - 2,727 . 80 x 0.068

400.0,4 0 ,4

= 70,4 - 37,09 = 33131 n

Jadi Lg yang ada ) Lsrin --) 0.K.

oq - 28'648 Ls = 28,648 x 60 = 4,2970-R400

Ai= A-Z0S=15,5o-2x4,2970 = 6,906

Tabel J. Barnett untuk eS = 4,2970 )LS=60r ) k |=0,4999I

p = 60 x 0'00625 = 0,375 mk = 60 x 0,49991 = 29,995 m

L" = A' x 2 ' i i R = 6.906 x 2 i f (4oo) = 4g,tgg m" 360 360

L =2 LS+k=2x 60+48,188=168'188n

Ts=(R+p)tg*A +k= (400 + 0,375) . te Q,75o) + 29,995 = 84,484 n

E = (R+,p) _f ,=400+0.375 _400=4,066nCos l /2 A f ,qs (7,750)

TABEL Konstruksi Jataft Raga 41

\ r = pelebaran t lkungan :

Tabel I I I - 12 untuk v = 80 kt / jat = 50 mph )Lebar ja lur = 7,00 n n 22 f t )D = 3,5810v = 1,5f t =45cm

Lihat Gambar pada halaman ber ikutnya.

42 TABEL Konstruksi Jalan Raga

oo.iI [-F]i

j,/iJ

ac'

d

+

iltI1tait

o

EF

-

r -

i:sbi aE 3 int|rr I r t rxI l' f i 6-< -YJ

' : u '

. "

6

(DtlJ

oo

tdtr

lt , tt

- l aoa

.;o

Q.;oI

+-' tlp l

q lrrt II

J18l1

?{Ett3i3i4 s;FF5

Ill

PaoI

oooI

-lg3lolo.l

i l i

eii t

I

r f lr t t>l: l, lclHIf l' lr l

Contoh II :

Soal pada contoh I , Radiusnya diubahPerhitungan-perhitungan akan menjadi

menjadiR=1200m.sbb. :

t^ A

360x 27f R=15,5 x2l l ' x1200=324,467m

360Tr = R rg * A = 1200 tg (7,15o) = 163'313 m

E = F -e= 12oo -1200=11,062nCos iA Cos (7,750)

SuPerelevasi !

| =1432,4 =1143214y =I , I94o =1012'R 1200

TableI I r_g > e=o,o27

---+ Pelebaran tikungan (tabe1 III - 12) z lr=.3'?3l"ll"rlDiapram superelevasi :

Untuk dapat menggarnbarkan pencapaian kemir ingan dar i lereng normal ke kemir ingan penuh, berhubung kita tidak mempunyai 1en[tcung transisi maka harus kita hirung dulu lengkung' t . """ i " i f ik t i f ; yang kf t i bei j - . notasi L$' -Sesuai dengan

na

;; ; ; . - t ; ;g nf i t r iE",- i "ngt""g t .uni i " i iersebut sebetulnya Lidak ada.Tapi karene adanya keper luan-untuk'pencapaian kemir ingan dar i norrnal-crown kefu11 supererevat ion' maka bagian lurus s lpan3ang 3/4 L! Pru"- !?gi ln l ingkaran-sepan ianp, l /a L{ k i ta p"rgunik.n sebagai lengkung peral ihan f ikt i f .; ; i l ; -LE air , i - i i "e berdaslr tan landai re lat i f naximum,antara tepi perkerasan'-u; ; i l " "" : 80; ; i j ; angka landai re lat i f tersebut =

*d,(daftar I I , standard perencanaan Seometr ik) '

TABEL Konstruksi Jalan Raga

Diagram superelevasi menjadi sbb. :

h = 0,07 + 0,0945 = 0,1645 m

200xh=200x0,1645= 3219 m

ambil L$ = 40.00 m

I.200fu.

L! ),$

I o.or.r !- r - - -1

{ lI

-1I

l l / lvr lP.fq ! / . C r . I1r---+-------,t'

-

O.ot .C

I ,r. '* r 'd6cJ

?r-.-.-.--.-+-f

4. Stat ioning

Stat ioning dimulai dar i t i t ik awal proyek dengan nomor stat ion 0+000.Angka sebelah kir l tanda (+) menunjukkan KM sedang sebelah kanan tanda (+)menunjukkan M. Angka stat ion bergerak keat.as r lan t iap 50 m di tu l iskan padagambar rencana (p1an). Kemudian nomor staLion pada t i t ik-- t i t ik utama r i

-

kungan (TS, SC, CS, ST ataT TC, CT serta PI) harus djcantumkan.Pemberian nonor stat ion diakhir i pada t i t ik akhir proyek.

TABEL' Konstruksi Jalan Raga 45

LENGKUNG VERTIKAL

JT CEMBUNG

ALYNEMEN VERTIKAL

F- A.Lv800

A

200 L" -2

1,, = AS22oo( v6, +v.nr)2 i S

X CEKUNG :

S< Lv

S) Lu

Untuk lengkung verti-kal1. Syarat keamanan2. Syarat kenYamanan :

, -

A.V2l r r - -IJUU A

I - A52150 + 3,5 S

Lv = 2 5 - 150 t 3.5 S

cekung :Grafik V halarnan 22 PPGJR.

6 = prcpatan sentr iPetals . ( 0,3 n/ detz .(umumnya diambi l a = 0,1 m/det)

V = kecepatan rencana (km/jam).3. Syarat keluwesan bentuk

Lv = 0 '6 v

4. Syarat drainage :Lv=40A A=perbedaanal jabar dar i landai (%)

* pal ing ideal ambi l Ly yang terpaniang

LENGKUNG VERTIKAL CEKUNG. PADALII'ITASAN DI BAWAHga.tg44n

C = kebebasan vert ikal .

TABEL Konstruksl Jalon RaAa

S)Lv

S(Lu

Lv=2S-200.

Untuk in i Lu dapat dicar i dengan memakai graf ik VI halaman 23memenuhj- syarat keamanan berdasarkan jarak pandangan henci) .Perumusan di atas diasumsikan bahwa PPV tepat berada di bawahbebasan'vert ikal C = 4.5 neter.

PPGJR. (masih-

bangunan : ke-

LENGKUNG VERTIKAL

Contoh soal

+ PLV

, I[= I91 -e2l = l -4,5l .Syarat keamanan : graf ik

i i r^-^! T -

120 muruoPoL !v - r :

"- = 35 - 30,50 x LOO %

.l - Jod;,-s,. , = 37,5 - 30,5 x 100 Z

200-3,5 1 =AZ.

V halaman 22 PPGJRS

I t r?2. Syarat kenyananan ! Lv =1ff i a = 0,1 n, /de:2.

= 8'602 = 22L,5 n ( t idak nemenuhi . ] 'uga kare-

1300 (0, L ) na overLap).Lihat gambar samping.

3. Keluwesan bentuk Lv = 0,6 V = 0,6(60) = 36 m'

4. Drainage : Lv=40t=40(8) =32A n ( t idaknemenuhikarena larakA-Bhan,va 300 m).

Ki taambi l Lv=22L,5m a 2S5nkarenauncuk Lv = 320n )300n ( jarakA - :B).Pengambi lan Lu = 225 n. per lu c i rperhat ikan adanl 'a lengkung berr*ut : r ] "a agart idak over lap ; j ika o ' , 'er1ap dengan lengkun3 ber ikutnya akan i : - raxal Lv120 m saja (hanya menenuhi s-varat keamanan).dlpakai Lv = i20 m. j ika L" = 225 r I Lu = 112,5 n nelampaui-

;arakA *PPV=^C0m.t Ii .L. . Q111n\

' 800 800

Elevasi & Stat ioninq

-x Elev . PL\ ' = elev . PPV + C 1( l lu )= 30,50 1 * , - :7 (20; = 3C,5 + 2,7 = 33,2 m

2Sra PLV = (4 + 500) - * Lv = 4 + 440.* Elev.S = elev.PPV + Ev = 30,5 + L,2 = 31,70 m

STA S =4+500

-F Elev.pTV = elev.ppV + c2( i iu; = 30,5 + 3,52 (60)= 30,5 + 2,1 = 32,6 m

STA PTV. =(4+ 500)+1Ln-=4+560.*SQ:Q-PTV=1:2 S +PTV=60rn.

Sa=+x60=20m.atau 40 m dari PTr" 2. 40

'2=0,53m ->------2AO L,r 200( 120) '-*--:r

TABEL Konstruksi Jalan RaAa 49

E1ev.Q = (e1ev.PTV - gr '40) + Y= (32,6

- 3,57".40) + 0,53 = 3I ,2 + 0,53 = 31'73 mSta Q = " ' - PTV - 40 m = (a + 560) - 40 = 4 + 52O

----o0o----

50-

TABEL Konstrukst Jalan Raga

216

; 160tal-lrl

(9 r{o2)Yc,z: ln(9

2 rooL

@

n

0t231667891Or1tLPERBDAAN ALJAsAR LANDAI (OT)

GRAFIK VI. PANJANG LENGKUNG VERTIKAL CEKUNGPADA LINTASAN DTBAII/AH

/

/

/

rtryc

t / t

(a vv

/

t r lV

-

8O Km/jam

0u |lmrtamv t toKilf.m

Ytf iKmlu,mVt fr l(nfnrn

TABEL Konstruks[ Jalan Raga 51

B*&srkrn jrrakprndrngln hrnti

l ll l

-_.--st tal r

I I 1rr-T--i-',

a 1 l tsi I t , 1 r

' 1 , i i I

, i - t I , i i

==tu I

Il i

; - -6 | 4 e 10 11PER8EOAAN ALJAEAR LANOAI (96)

GRAFIK I I I . PANJANG LENGKUNG VERTTKAL CEMSUNG

TABEL Konstruks t JaLan Raga

4(x)

380

300

340

320

300

280

IrulF.u,

3(,zlY(9zu,J

z

-zL

26/.)

240

220

200

180

1@

140

r20

100

80

60

40

20

o' t2

GRAFIK

f f i8 910 11 12

PEREEOAAN ALJABAB LANDAI ( % IV, PANJANG LENGKUNG VERTIKAL CEKUNG

f," *,"dS

TABEL Konstruksi JaLan Raga

raoo

to0

to0

t00

to0

400

300

sdt

aro

/adl

^ 3!tat

Eu

E,ooiI 25ozIg 200eil r3O

lco

50

GRAFIK IV. PANJANG LENGKUNG VERTIKAL CEMEUNGI UNTUK JALAN RAYA DUA JALUB I.

PERSOAAN ALJAAAR LANDN (*)

PERBEDMN AI IAB1R tAM)AI (

"IABEL Konstruksi Jatan Ra.Aa