Data Perencanaan. atau yang lebih besar (14/19) x 100% 73.68%

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Pembahasan

Data Perencanaan

STA 0+000 s/d 2+250

No. Harga

CBR

Jumlah yang sama atau yang lebih besar

Jumlah yang sama atau yang lebih besar 1 1.8 15 (15/15) x 100% 100.00% 2 2 14 (14/15) x 100% 93.33% 3 2.1 13 (13/15) x 100% 86.67% 4 2.3 12 (12/15) x 100% 80.00% 5 2.7 11 (11/15) x 100% 73.33% 6 3 10 (10/15) x 100% 66.67% 7 3.6 7 (7/15) x 100% 46.67% 8 4 6 (6/15) x 100% 40.00% 9 4.1 5 (5/15) x 100% 33.33% 10 4.2 4 (4/15) x 100% 26.67% 11 4.8 3 (3/15) x 100% 20.00% 12 6 2 (2/15) x 100% 13.33% 13 10.2 1 (1/15) x 100% 6.67%

Sumber : Laporan Tanah Jalan Socah, PT. Virama Karya

STA 2+250 s/d 11+450 No

.

Harga CBR

Jumlah yang sama atau yang lebih besar 1 8 19 (19/19) x 100% 100.00% 2 8.1 18 (18/19) x 100% 94.74% 3 12.5 17 (17/19) x 100% 89.47% 4 14.2 16 (16/19) x 100% 84.21% 5 15 15 (15/19) x 100% 78.95% 6 19 14 (14/19) x 100% 73.68% 7 20 13 (13/19) x 100% 68.42% 8 21 12 (12/19) x 100% 63.16% 9 23 11 (11/19) x 100% 57.89% 10 26 9 (9/19) x 100% 47.37% 11 28 8 (8/19) x 100% 42.11% 12 33 7 (7/19) x 100% 36.84% 13 35 6 (6/19) x 100% 31.58% 14 36 5 (5/19) x 100% 26.32% 15 40 1 (1/19) x 100% 5.26%

STA 11+450 s/d STA 14+549,11

No. Harga

CBR

1 1.2 20 (20/20) x 100% 100.00% 2 1.4 18 (18/20) x 100% 94.74% 3 1.7 17 (17/20) x 100% 89.47% 4 1.8 16 (16/20) x 100% 84.21% 5 1.9 14 (14/20) x 100% 78.95% 6 2 13 (13/20) x 100% 73.68% 7 2.1 10 (10/20) x 100% 68.42% 8 2.2 9 (9/20) x 100% 63.16% 9 2.7 8 (8/20) x 100% 57.89% 10 2.8 7 (7/20) x 100% 47.37% 11 3 5 (5/20) x 100% 42.11% 12 3.2 4 (4/20) x 100% 36.84% 13 4.4 3 (3/20) x 100% 31.58% 14 4.8 2 (2/20) x 100% 26.32% 15 7 1 (1/20) x 100% 5.26%

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Pembahasan

Data Perencanaan

No. Tahun _{Sumenep Bangkalan Sampang Pamekasan}PDRB (Miliar Rupiah) 1 2008 1032361 887163 852471 774969 2 2009 1037595 897381 865624 785870 3 2010 1042312 906761 877772 795918 4 2011 1048177 911863 882711 800396

Sumber : Jawa Timur dalam angka 2011 (BPS Jawa Timur)

No. Tahun _{Sumenep Bangkalan Sampang Pamekasan}PDRB (Miliar Rupiah)

1 2007 4244 2961 2522 2522

2 2008 4424 3103 2638 2638

3 2009 4620 3257 2760 2760

4 2010 4877 3434 2907 2907

5 2011 5186 3649 3083 3083

Sumber : PDRB Kabupaten/Kota di Indonesia 2007-2011 (www.bps.jatim.go.id)

No. _{Kabupaten/Kota}Nama Nama Pelabuhan _DermagaPanjang

1. Surabaya _{(Dermaga Nilam Timur)}Tj. Perak 930 m

2. Banyuwangi Tj. Wangi 518 m

3. Gresik Gresik 595 m

4. Madura Pel. Socah 2550 m

Sumber :

www.pp3.co.id (diakses Mei 2013) Khusus dermaga socah, berdasarkan :

Baqy, Imtihan Syahriyal. (2009).Perencanaan Detail Pembangunan Dermaga dan trestle Pelabuhan Peti Kemas Di Socah Kabupaten Bangkapan. Tugas Akhir. ITS

Sumber :

Baqy, Imtihan Syahrial (2009). “Perencanaan Detail Pembangunan Dermaga dan Trestle Pelabuhan Peti Kemas

di Socah Kabupaten Bangkalan”. Tugas Akhir.ITS.

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Pembahasan

Perencanaan Geometrik

No. Alternatif Warna

Panjang (m)

Jumlah Tikungan

1 I (Satu)

Merah

14863.40

14

2 II (Dua)

Biru

14549,11

14 Sumber : Hasil Analisa

Trase Jalan

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Pembahasan

Perencanaan Geometrik

Alinyemen Horisontal (Sudut Tikungan)

NORTH NORTH a a ? 1 (XA,YA) (X1,Y1) (X2,Y2) P2 P1 A

Konsep perhitungan azimuth

α A-P1 α = 𝐴𝑟𝑐𝑇𝑔 𝑋1 − 𝑋𝐴 𝑌₁− 𝑌_𝐴 = 𝐴𝑟𝑐𝑇𝑔 697276 .1912 − 698016 .7250 9211928 .3990 − 9212216 .3710 = 68,7503O

No.

Nama Titik

Azimut (dalam

0

₎

1 A (Start) - 2 P1 68.7504 3 P2 117.0103 4 P3 82.3785 5 P4 140.5635 6 P5 100.0785 7 P6 119.2099 8 P7 127.3671 9 P8 114.5306 10 P9 121.3310 11 P10 131.7221 12 P11 108.4776 13 P12 152.0140 14 P13 130.7766 15 P14 106.9854 16 B (Finish) 130.5963

Sumber : Hasil perhitungan 2.00 7.00 2.00 2.00 7.00 2.00 BAHU JALAN LAPIS PERKERASAN SALURAN TEPI 5.00

Gambar . Tipikal penampang jalan

No. Nama Titik _X Koordinat _Y

1 A (Start) 698016.7250 9212216.3710 2 P1 697276.1912 9211928.3990 3 P2 696223.187 9212465.1688 4 P3 695210.5024 9212329.6617 5 P4 694931.8884 9212668.4118 6 P5 694362.3401 9212769.6438 7 P6 693441.0585 9213284.7388 8 P7 692970.7472 9213643.8907 9 P8 691268.1813 9214420.8922 10 P9 690228.8368 9215053.5929 11 P10 689870.7518 9215372.8831 12 P11 689412.7517 9215525.9285 13 P12 689185.6417 9215953.3115 14 P13 688591.2834 9216465.9243 15 P14 687314.5810 9216855.8960 16 B (Finish) 685546.3390 9218371.2650 Sumber : Hasil analisa peta tofografi

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Pembahasan

Perencanaan Geometrik

Alinyemen Horisontal (Sudut Tikungan)

No. Nama _Titik _(dalamAzimut 0₎ _TikunganSudut Jarak _KomulatifJarak

1 A (Start) - - 0 0 2 P1 68.7504 48.2599 794.555 794.5553 3 P2 117.0103 34.6317 1181.922 1976.4774 4 P3 82.3785 58.1850 1021.710 2998.1878 5 P4 140.5635 40.4850 438.608 3436.7963 6 P5 100.0785 19.1313 578.475 4015.2712 7 P6 119.2099 8.1572 1055.501 5070.7723 8 P7 127.3671 12.8365 591.762 5662.5348 9 P8 114.5306 6.8004 1871.487 7534.0213 10 P9 121.3310 10.3912 1216.777 8750.7987 11 P10 131.7221 23.2445 479.762 9230.5602 12 P11 108.4776 43.5364 482.894 9713.4546 13 P12 152.0140 21.2374 483.978 10197.4331 14 P13 130.7766 23.7912 784.878 10982.3112 15 P14 106.9854 23.6109 1334.933 12317.2445 16 B (Finish) 130.5963 - 2328.738 14645.9830 Sumber : Hasil perhitungan

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Pembahasan

Perencanaan Geometrik

Alinyemen Horisontal (Superelevasi)

Konsep Superelevasi

Super Elevasi

Normal = 2%

Maksimum = 10%

No Kode

_PI

_Tikungan

Sudut

_Desain

R

D

(e+f)

Dp

h

Tgα1 Tgα2

Mo

f2

_kontrol

f

_{hitung Keterangan}

e

1 P1 48.2599 300 4.774633 0.1680 3.9341 0.0384 0.0098 0.0352 0.0212 0.0778 0.0786 D>Dp 0.0894 Un tu k D< Dp m ak a dig un ak an h asil per hitu ng an f1 , s ed an gk an u nt uk D> Dp m ak a dig un ak an p er hitu ng an f2 2 P2 34.6317 400 3.580975 0.1260 3.9341 0.0384 0.0098 0.0352 0.0212 0.0525 0.0526 D<Dp 0.0735 3 P3 58.1850 300 4.774633 0.1680 3.9341 0.0384 0.0098 0.0352 0.0212 0.0778 0.0786 D>Dp 0.0894 4 P4 40.4850 300 4.774633 0.1680 3.9341 0.0384 0.0098 0.0352 0.0212 0.0778 0.0786 D>Dp 0.0894 5 P5 19.1313 300 4.774633 0.1680 3.9341 0.0384 0.0098 0.0352 0.0212 0.0778 0.0786 D>Dp 0.0894 6 P6 8.1572 500 2.86478 0.1008 3.9341 0.0384 0.0098 0.0352 0.0212 0.0392 0.0405 D<Dp 0.0616 7 P7 12.8365 350 4.092543 0.1440 3.9341 0.0384 0.0098 0.0352 0.0212 0.0629 0.0629 D>Dp 0.0811 8 P8 6.8004 1000 1.43239 0.0504 3.9341 0.0384 0.0098 0.0352 0.0212 0.0168 0.0241 D<Dp 0.0336 9 P9 10.3912 400 3.580975 0.1260 3.9341 0.0384 0.0098 0.0352 0.0212 0.0525 0.0526 D<Dp 0.0735 10 P10 23.2445 500 2.86478 0.1008 3.9341 0.0384 0.0098 0.0352 0.0212 0.0392 0.0405 D<Dp 0.0616 11 P11 43.5364 300 4.774633 0.1680 3.9341 0.0384 0.0098 0.0352 0.0212 0.0778 0.0786 D>Dp 0.0894 12 P12 21.2374 700 2.046271 0.0720 3.9341 0.0384 0.0098 0.0352 0.0212 0.0257 0.0299 D<Dp 0.0463 13 P13 23.7912 500 2.86478 0.1008 3.9341 0.0384 0.0098 0.0352 0.0212 0.0392 0.0405 D<Dp 0.0616 14 P14 23.6109 500 2.86478 0.1008 3.9341 0.0384 0.0098 0.0352 0.0212 0.0392 0.0405 D<Dp 0.0616

Sumber : Hasil perhitungan Superelevasi

e = 8,94%

Lc = 137,8569 Ls = 114,8312 Ls = 114,8312

e = -2 % e = 0 %

Gambar. Hasil perhitungan superelevasi PI 1

Tabel . Hasil perhitungan superelevasi jalan rencana

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Pembahasan

Perencanaan Geometrik

Alinyemen Horisontal (Tikungan)

Gambar. Parameter perhitungan tikungan

Full Circle

Spiral-Circle-Spiral

Spiral-Spiral

Persyaratan tipe tikungan :

Full Circle = Jari-jari tikungan besar dan e < 3%

Spiral-Circle Spiral = e > 3% dan Lc > 25 meter

Spiral-Spiral = e > 3% dan Lc < 25 meter

E = 30 .7 49 TS = 192. 557 XS = 114. 417 k = 57.3 45 LC = 137.857 R = 30 0.00

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Pembahasan

Perencanaan Geometrik

Alinyemen Horisontal (Tikungan)

No. _TikunganKode _TikunganSudut _TikunganJenis LS TC E LC θs P k Ts E Xs Ys

1 P1 48.2599 S-C-S 114.8312 30.7487 137.8569 10.9656 1.8482 57.34484 192.5573 30.7487 114.4106 7.3257 2 P2 34.6317 S-C-S 98.1622 20.0446 143.6128 7.0304 1.0075 49.05639 174.0781 20.0446 98.0144 4.0149 3 P3 58.1850 S-C-S 114.8312 45.4288 189.8246 10.9656 1.8482 57.34484 225.2995 45.4288 114.4106 7.3257 4 P4 40.4850 S-C-S 114.8312 21.7185 97.1476 10.9656 1.8482 57.3448 168.6575 21.7185 114.4106 7.3257 5 P5 19.1313 S-S 114.8312 9.565657 3.15441 64.55724 115.6451 7.428957 6 P6 8.1572 S-S 85.6758 4.0786 1.18049 50.05046 85.78738 2.452993 7 P7 12.8365 S-S 106.1484 6.418243 3.171802 66.77946 106.5079 5.399311 8 P8 6.8004 S-C-S 71.1111 1.9746 47.5779 2.0372 0.2108 35.55406 94.9808 1.9746 71.1021 0.8428 9 P9 10.3912 S-S 98.1622 5.195584 2.371479 61.79211 98.37951 4.03149 10 P10 23.2445 S-C-S 85.6758 11.0917 117.1711 4.9089 0.6128 42.8274 145.7913 11.0917 85.6129 2.4468 11 P11 43.5364 S-C-S 114.8312 25.0251 113.1248 10.9656 1.8482 57.34484 177.8812 25.0251 114.4106 7.3257 12 P12 21.2374 S-C-S 71.1111 12.5026 188.3523 2.9103 0.3012 35.5525 166.8467 12.5026 71.0928 1.2040 13 P13 23.7912 S-C-S 85.6758 11.5995 121.9414 4.9089 0.6128 42.8274 148.2828 11.5995 85.6129 2.4468 14 P14 23.6109 S-C-S 85.6758 11.4306 120.3681 4.9089 0.6128 42.8274 147.4605 11.4306 85.6129 2.4468

Sumber : Hasil pehitungan parameter tikungan

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Pembahasan

Perencanaan Geometrik

Alinyemen Vertikal (Profil Eksisting dan Rencana)

Gambar. Profil Eksisting dan Rencana Jalan Akses

EB EA 1 2 L PLV PPV PTV PLV' PTV' PPV' L

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Pembahasan

Perencanaan Geometrik

Alinyemen Vertikal (Hasil Perhitungan)

Gambar.

Hasil Perhitungan PV 1

Tabel. Contoh hasil perhitungan PV 1

Kode

PV STA PPV Elevasi PPV

Gradien

A _LengkungJenis _{(S < L)}L _{(S > L)}L _(Min)L _(Drainase)L _PAKAIL STA Titik ELEVASI Titik

(Eks) Y ELEVASI Titik (Rencana) g1 g2 _Kode _STA PV1 900 40.283 0.161% -0.295% 0.455859 cembung 21.93 -609.2 48.11 22.79 48.111 STA PLV 875.94 40.244 0.0000 40.2442 STA PLV' 887.97 40.264 0.0053 40.2583 STA PPV 900.00 40.283 0.0211 40.2619 STA PTV' 912.03 40.248 0.0053 40.2423 STA PTV 924.06 40.212 0.0000 40.2121