TUGAS AKHIR - Digital Library UNS · Rencana Anggaran Biaya (RAB) Ruas Jalan Veteran Sukoharjo....

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Evaluasi Perkerasan Jalan, Pemeliharaan dan Peningkatan dengan

Metode Analisa Komponen beserta Rencana Anggaran Biaya (RAB)

Ruas Jalan Veteran Sukoharjo

KM 4+000 – 6+000

TUGAS AKHIR

Disusun Sebagai Syarat Memperoleh Gelar Ahli Madya (A.Md.)pada Program Studi DIII Teknik Sipil Fakultas Teknik

Universitas Sebelas Maret Surakarta

Disusun Oleh :

RISKI RIO FERIDONIM. I 8212034

PROGRAM STUDI DIII TEKNIK SIPIL

FAKULTAS TEKNIK

UNIVERSITAS SEBELAS MARET

SURAKARTA

2015


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HALAMAN PERSETUJUAN

Evaluasi Perkerasan Jalan, Pemeliharaan dan Peningkatan denganMetode Analisa Komponen beserta Rencana Anggaran Biaya (RAB) Ruas

Jalan Veteran SukoharjoKM 4+000 – 6+000

TUGAS AKHIR

Disusun Satu Syarat Memperoleh Gelar Ahli Madya (A.Md.)pada Program Studi DIII Teknik Sipil Fakultas Teknik


Disusun Oleh :

Riski Rio FeridoNIM. I 8212034

Telah disetujui untuk dipertahankan di hadapan Tim Penguji PendadaranProgram Studi DIII Teknik Sipil Fakultas Teknik


Persetujuan:

DosenPembimbing

Ir.Ary Styawan ,MSc,PhD.NIP19661204 199512 1 001


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HALAMAN PENGESAHAN

Evaluasi Perkerasan Jalan, Pemeliharaan dan Peningkatan denganMetode Analisa Komponen beserta Rencana Anggaran Biaya (RAB)

Ruas Jalan Veteran SukoharjoKM 4+000 - 6+000

TUGAS AKHIR

Disusun Oleh :

RISKI RIO FERIDONIM. I 8212034

Telah dipertahankan di hadapan Tim Penguji Pendadaran Program Studi DIII Teknik Sipil

Fakultas Teknik Universitas Sebelas Maret pada,

Jumat, 07 Agustus 2015:

1. Ir. Ary Setyawan, M.Sc, Ph.D __________________NIP. 19571020 198702 1 001

2. Ir. Suryoto,MT __________________ NIP. 19580109 198601 1 001

3. Ir. Djoko Sarwono, MT __________________ NIP. 195600415 199201 1 001

Disahkan,Kepala Program Studi DIII Teknik Sipil

Fakultas Teknik UNS

Widi Hartono, ST, MTNIP. 19730729 199903 1 001


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MOTTO & PERSEMBAHAN

MOTTO

Jangan berhenti berusaha sampai menemukan jalan terbaik buat diri sendiri

maupun untuk orang lain.

PERSEMBAHAN

Tugas akhir ini kupersembahkan untuk:

• Allah SWT yang telah memberikan karunia-Nya

• Ayah saya “ Widodo. ”, Ibu Saya “ Pusti Lestari.”, Kakak saya “Era

Puspitawati dan Heri Setiadi ST, beserta seluruh keluarga besar.

• Saudara – Saudari DIII Teknik Sipil seluruh Angkatan.

Terimakasih atas doa dan dukungannya.


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PRAKATA

Puji syukur kehadirat Allah SWT yang telah melimpahkan rahmat dan hidayah-

Nya, sehingga penyusun dapat menyelesaikan Tugas Akhir dengan judul

Evaluasi Perkerasan Jalan ,Pemeliharaan dan Peningkatan dengan Metode

Analisa Komponen beserta Rencana Anggaran Biaya (RAB) Ruas Jalan Veteran

Sukoharjo KM 4+000 - 6000. Laporan Tugas Akhir ini disusun sebagai salah satu

syarat kelulusan bagi mahasiswa D-III Teknik Sipil Universitas Sebelas Maret

Surakarta dalam memperoleh gelar Ahli Madya (A.Md).

Selama penyusunan Laporan Tugas Akhir ini,penyusun banyak menerima

bimbingan,bantuan dan dorongan dari berbagai pihak.Dalam kesempatan ini

penyusun ingin menyampaikan terima kasih kepada:

1. Pimpinan Fakultas Teknik Universitas Sebelas Maret Surakarta beserta

jajarannya.

2. Pimpinan Jurusan Teknik Sipil Fakultas Teknik Universitas Sebelas

Maret Surakarta beserta jajarannya.

3. Pimpinan Program Studi DIII Jurusan Teknik Sipil Fakultas Teknik

Universitas Sebelas Maret Surakarta beserta jajarannya.

4. Ir. Ary Styawan, MSc.,PhD selaku Dosen Pembimbing

Akademis.

5. Ir. Ary Styawan, MSc.,PhD. selaku Dosen Pembimbing Tugas Akhir.

6. Tim Dosen penguji Tugas Akhir.

7. Dosen-dosen Jurusan Teknik Sipil Fakultas Teknik Universitas Sebelas

Maret Surakarta.

8. Rekan–rekan D3 Teknik Sipil 2012 atas bantuannya dalam memberi saran

untuk penyelesaian Tugas Akhir ini.

9. Semua pihak yang telah membantu terselesainya Tugas akhir ini.


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Penyusun menyadari bahwa laporan ini masih banyak terdapat kekurangan

dan kesalahan, untuk itu kritik dan saran yang bersifat membangun

senantiasa penyusun harapkan dari semua pihak. Akhirnya besar harapan

penyusun,semoga laporan ini dapat memberikan manfaat bagi penyusun

khususnya dan pembaca pada umumnya.

Surakarta, Agustus 2015

Penyusun


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ABSTRACT

Riski Rio Ferido, 2015. An evaluation on road hardening, maintenance, and improvement using component analysis method with expense budget plan in Veteran Sukoharjo Road km 4+000 – 6+000. Final Project, Transportation Civil Engineering Undergraduate Program, Civil Engineering Department of Engineering Faculty of Surakarta Sebelas Maret University.

Highway is the land path on the surface of earth made by human being with its forms, sizes and construction types so that it can be used to distribute human, animal and vehicle traffic transporting goods from one place to another easily and quickly.

The observation was conducted on Tentara Pelajar Road in 2.0 km length aiming to conduct an evaluation on road condition using Pavement Condition Index method by dividing the road into several segments with 50 m interval. Then, every segment of road was observed (visually) and measured to identify the types of damage existing and assessed corresponding to PCI method.

From the result of observation, the types of damage included alligator cracking, Weathtring and Raveling, block cracking, corrugation, longitudinal and transverse cracking, patching and utility cut patching, potholes, and Rutting. These damages only occurred in some segments and the repair was conducted based on the types of damage existing. It included fracture filling, local asphalt washing, sand spreading, and patching. Corresponding to the estimation of traffic density volume and soil supportability, layer thickness redesigning was conducted according to the planned age, 10 years. The hardening material used was LASTON Ms. 744. Then, from entire work, the total cost needed in the attempt of repairing and improving quality in Veteran Sukoharjo Road km 4+000 – 6+000 in 2015 was IDR 2,536,265,360.74Keywords: Pavement Condition Index (PCI), LASTON, RAB.


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ABSTRAK

Riski Rio Ferido, 2015. Analisa kerusakan Jalan dengan Metode Pavement Condition Index (PCI),Peningkatan dengan Metode Analisa Komponen dan Rencana Anggaran Biaya (RAB) Ruas Jalan Veteran Sukoharjo. Tugas Akhir, Program Diploma III Teknik Sipil Transportasi, Jurusan Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta.

Jalan raya adalah lintasan di atas permukaan bumi yang dibuat oleh manusia dengan bentuk, ukuran-ukuran dan jenis konstruksinya sehingga dapat digunakan untuk menyalurkan lalu lintas orang, hewan dan kendaraan yang mengangkut barang dari suatu tempat ke tempat lainnya dengan mudah dan cepat.

Pengamatan yang dilakukan pada Jalan Veteran Sukoharjo dengan panjang jalan 2.0 km ini bertujuan untuk melakukan penilaian kondisi jalan dengan mengunakan metode Pavement Condition Index dengan membagi jalan menjadi beberapa segmen yaitu setiap 50 m. Kemudian, tiap segment jalan dilakukan pengamatan (secara visual) dan pengukuran untuk mengidentifikasi jenis kerusakan yang ada dan melakukan penilaian sesuai dengan metode PCI.

Dari hasil pengamatan diperoleh jenis kerusakan berupa alligator cracking, Weathtring and Raveling, block cracking, corrugation, longitudinal and transverse cracking, patching and utility cut patching, potholes, and Rutting. Kerusakan ini hanya terjadi pada beberapa segmen saja dan dilakukan perbaikanberdasarkan jenis kerusakan yang ada, yaitu pengisian retak, laburan aspalsetempat, penebaran pasir dan penambalan. Sesuai perhitungan volume kepadatan lalu lintas dan daya dukung tanah dilakukan perencanaan tebal lapisanulang sesuai dengan umur rencana yaitu 10 tahun.Bahan perkerasan yang digunakan adalah LASTON Ms.744. Kemudian dari seluruh pekerjaan diperolehtotal biaya yang diperlukan dalam usaha perbaikan & peningkatan mutu padaJalan Veteran Sukoharjo KM 4+000 – 6+000 tahun 2015 adalah Rp 2,536,265,360.74Kata kunci : Pavement Condition Index (PCI),Laston, RAB.


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DAFTAR ISI

TUGAS AKHIR............................................................................................................ i

LEMBAR PERSETUJUAN ........................................................................................ ii

LEMBAR PENGESAHAN ........................................................................................ iii

MOTTO & PERSEMBAHAN ................................................................................... iv

KATA PENGANTAR ................................................................................................. v

ABSTRACT............................................................................................................... vii

ABSTRAK................................................................................................................viii

DAFTAR ISI............................................................................................................... ix

DAFTAR TABEL...................................................................................................... xv

DAFTAR GRAFIK.................................................................................................... xx

DAFTAR GAMBAR ............................................................................................... xxii

BABI PENDAHULUAN............................................................................................. 1

1.1 Latar Belakang ................................................................................................ 1

1.2 Cakupan Tugas Akhir ..................................................................................... 3

1.3 Batasan Tugas Akhir....................................................................................... 3

1.4 Tujuan Tugas Akhir ......................................................................................... 4

1.5 Manfaat Tugas Akhir ....................................................................................... 4

BAB II LANDASAN TEORI

2.1 Dasar teori .............................................................................................................. 5

2.1.1 Definisi Jalan.................................................................................................. 5

2.1.2 Klasifikasi Jalan .............................................................................................. 6


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2.1.2.1 Klasifikasi Jalan Menurut Fungsi jalan ................................................... 6

2.1.2.2 Klasifikasi Jalan Menurut Peranan Jalan ................................................. 6

2.1.2.3 Klasifikasi Jalan Menurut Kelas Jalan..................................................... 8

2.1.2.4 Klasifikasi Jalan menurut Medan Jalan ................................................... 8

2.1.2.5 Klasifikasi Jalan Menurut Wewenang Pembinaan Jalan ......................... 9

2.1.3 Ruang Bebas Jalan......................................................................................... 10

2.1.3.1 Ruang Manfaat Jalan (RUMAJA) ......................................................... 10

2.1.3.2 Ruang Milik Jalan (RUMIJA) ............................................................... 14

2.1.3.3 Ruang Pengawasan Jalan (RUWASJA) ................................................ 14

2.2 Jenis Kerusakan ................................................................................................... 15

2.2.1 Retak (cracks)................................................................................................ 16

2.2.1.1 Retak Rambut (Hair Cracks).................................................................. 16

2.2.1.2 Retak Kulit Buaya (Alligator Cracks) ................................................... 16

2.2.1.3 Retak Pinggir (EdgeCracks) .................................................................. 17

2.2.1.4 Retak Sambungan Bahu dan Perkerasan(EdgeJoint Cracks) ................ 18

2.2.1.5 Retak Sambungan Jalan (Lane Joint Cracks) ........................................ 19

2.2.1.6 Retak Sambungan Pelebaran Jalan (Widening Cracks) ......................... 19

2.2.1.7 Retak Reflesi (Reflection Cracks).......................................................... 20

2.2.1.8 Retak Selip (Slippage Cracks) ............................................................... 20

2.2.2 Distorsi (Distorsion)..................................................................................... 21

2.2.2.1 Alur (Ruts) ............................................................................................. 21

2.2.2.2 Bergelombang(Coguration)................................................................... 22

2.2.2.3 Sungkur (Shoving) ................................................................................. 22

2.2.2.4 Amblas (Grade Depressions) ................................................................ 23

2.2.2.5 Jembul (Upheaval).................................................................................. 24

2.2.3 Cacat Permukaan (Disintegration) ............................................................... 24


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2.2.3.1 Lubang (Pothole) .................................................................................... 24

2.2.3.2 Pelepasan Butir (Raveling) ..................................................................... 25

2.2.3.3 Pengelupasan Lapisan (Stripping) .......................................................... 26

2.2.4 Pengausan (Polished Agregat)..................................................................... 27

2.2.5 Kegemukan (Bleeding/Flussing) ................................................................. 27

2.2.6 Penurunan Pada Bekas Utilitas (Utility Cut Depression)............................ 28

2.3 Konsep Pemeliharaan Jalan ................................................................................ 28

2.3.1 Klasifikasi Pemeliharaan Jalan................................................................... 29

2.3.2 Klasifikasi Jalan dan Tingkat Pelayanan.................................................... 30

2.3.3 Klasifikasi Jalan dan Tingkat Kondisi Jalan .............................................. 31

2.3.4 Drainase Jalan............................................................................................. 32

2.4 Perencanaan Tebal Perkerasan ........................................................................... 33

2.4.1 Menentukan Daya Dukung Tanah Dasar (DDT).......................................... 34

2.4.2 Menentukan umur rencana (UR)................................................................. 35

2.4.3 Menentukan Faktor Pertumbuhan Lalu Lintas (i %)................................... 35

2.4.4 Menentukan Tingkat Lalu Lintas Harian Rara-Rata (LHR)........................ 35

2.4.5 Menentukan Angka Ekivalen masing-masing Kendaraan .......................... 35

2.4.6 Menentukan Faktor Regional (FR).............................................................. 37

2.4.7 Menentukan Indeks Permukaan (IP) ........................................................... 38

2.4.8 Mencari Nilai Indeks Tebal Perkerasan(ITP).............................................. 40

2.5 Metode Pavement Conditons Index (PCI)......................................................... 44

2.5.1 Deformasi ................................................................................................... 44

2.5.1.1 Alur (Rutting) ........................................................................................ 44

2.5.1.2 Bergelombang (Corrugation) ................................................................ 45

2.5.1.3 Sungkur (Shoving) ................................................................................. 46

2.5.1.4 Amblas (Depression) ............................................................................. 47


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2.5.1.5 Mengembang(Swell) .............................................................................. 48

2.5.1.6 Benjol dan Turun(Bump and Sags)........................................................ 49

2.5.2 Retak (Crack)............................................................................................. 50

2.5.2.1 Retak Kulit Buaya.................................................................................. 50

2.5.2.2 Retak Memanjang dan Melintang.......................................................... 51

2.5.2.3 Retak Reflektif Sambungan ................................................................... 52

2.5.2.4 Retak Blok ............................................................................................. 54

2.5.2.5 Retak Slip............................................................................................... 54

2.5.3 Kerusakan di Pinggir Perkerasan................................................................ 55

2.5.3.1 Retak Tepi.............................................................................................. 55

2.5.3.2 Jalur/Bahu Turun ................................................................................... 56

2.5.4 Kerusakan Tektur Perkerasan.................................................................... 57

2.5.4.1 Lubang ................................................................................................... 57

2.5.4.2 Pelapukan dan Butiran Lepas ................................................................ 58

2.5.5 Kegemukan (Bleeding/Flussing) ............................................................... 59

2.5.6 Agregat Licin (Polished Agregate) ........................................................... 60

2.5.7 Tambalan dan Tambalan Galian Utilitas................................................... 60

2.5.8 Persilangan Jalan Rel (Railroad Crossing) ............................................... 61

2.5.9 Kadar Kerusakan (Density) ....................................................................... 63

2.5.10 Nilai Pengurangan (Deduct Value/DV) ..................................................... 64

2.5.11 Total Deduct Value (TDV)........................................................................ 75

2.5.12 Nilai Izin Deduct Value (m) .......................................................................75

2.5.13 Corrected Deduct Value (CDV) ................................................................ 75

2.5.14 Nilai Kondisi Perkerasan (PCI) ................................................................. 76

2.5.15 Klasifikasi Kualitas Kerusakan ................................................................. 76

2.6 Jenis Pemeliharaan Berdasarkan Nilai PCI........................................................ 78


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2.7 Metode Perbaikan............................................................................................... 78

2.7.1 Metode Perbaikan P1 (Penebaran Pasir) ................................................... 78

2.7.2 Metode Perbaikan P2 (Laburan Aspal Setempat) ..................................... 79

2.7.3 Metode Perbaikan P3 (Melapisi Retak)..................................................... 80

2.7.4 Metode Perbaikan P4 (Pengisian Retak) ................................................... 80

2.7.5 Metode Perbaikan P5 (Penambalan Lubang) ............................................ 81

2.7.6 Metode Perbaikan P6 (Perataan) ............................................................... 82

BAB III METODELOGI........................................................................................... 84

3.1 Metode Survei ................................................................................................. 84

3.2 Lokasi Survei .................................................................................................. 84

3.3 Teknik Pengumpulan Data .............................................................................. 85

3.3.1 Data yang Diperoleh.................................................................................. 85

3.3.2 Peralatan yang Digunakan......................................................................... 85

3.4 Analisis Hasil Survei....................................................................................... 89

3.5 Tahapan Survei................................................................................................ 89

3.6 Diagram Alir Survei........................................................................................ 90

BAB IV HASIL SURVEI DAN PEMBAHASAN.................................................... 95

4.1 Jalan Veteran .................................................................................................. 95

4.2 Inventarisasi Jalan ........................................................................................... 95

4.3 Kerusakan Jalan .............................................................................................. 95

4.4 Deduct Value ................................................................................................... 95

4.5 Perhitungan Corrected Deduct Value (CDV) .............................................. 107

4.6 Perhitungan Nilai Pavement Condition Index (PCI) .................................... 116

4.7 Data Lalu Lintas Harian Rata-Rata (LHR)................................................... 119

4.8 Volume Rencana .......................................................................................... 121

4.9 LHR 2 Lajur 2 Arah ..................................................................................... 122

4.10 Data California Bearing Ratio (CBR) ......................................................... 123


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4.11 Perencanaan Tebal Perkerasan Jalan............................................................ 136

BAB V RENCANA ANGGARAN BIAYA............................................................ 146

5.1 Jenis pekerjaan .............................................................................................. 146

5.2 Perhitungan Volume Pekerjaan..................................................................... 147

5.2.1 Pekerjaan Galian Perkerasan Beraspal pada Lubang ............................. 147

5.2.2 Penambalan Lubang ............................................................................... 148

5.2.3 Pekerjaan Latasir .................................................................................... 149

5.2.4 Pekerjaan Peningkatan Tanah Dasar (CTRB) ........................................ 150

5.2.5 Bahan Pengisi (Filler) ............................................................................ 150

5.2.6 Pekerjaan Lapis Resap Pengikat Aspal Cair (Tack Coat) ...................... 151

5.2.7 Pekerjaan AC-WC Modifikasi (AC-WC Mod) ..................................... 153

5.2.8 Marka Jalan Thermoplastic .................................................................... 154

5.3 Analisa Perhitungan Harga Satuan Pekerjaan............................................... 158

5.4 Analisa Biaya Pekerjaan ............................................................................... 162

5.5 Rekapitulasi Biaya Pekerjaan........................................................................ 163

5.6 Analisa Perhitungan Waktu Pelaksanaan Proyek ......................................... 164

5.7 Time Schedule Pekerjaan............................................................................... 165

BAB VI KESIMPULAN & SARAN....................................................................... 166

6.1 Kesimpulan ................................................................................................... 166

6.2 Saran.............................................................................................................. 168

PENUTUP................................................................................................................ 169

DAFTAR PUSTAKA .............................................................................................. 170

DAFTAR LAMPIRAN............................................................................................ 172


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DAFTAR TABEL

Tabel 2.1 Klasifikasi Jalan menurut Kelas Jalan .................................................... 8

Tabel 2.2 Klasifikasi jalan menurut Medan Jalan................................................... 9

Tabel 2.3 Kualitas Drainase.................................................................................. 32

Tabel 2.4 Koefisien Distribusi Kendaraan (C)...................................................... 36

Tabel 2.5 Fakor regional (FR)............................................................................... 38

Tabel 2.6 Indeks Permukaan Pada Awal Umur Rencana (IPo) ............................ 39

Tabel 2.7 Indeks Permukaan Pada Akhir Umur rencana (IPt).............................. 40

Tabel 2.8 Penentuan Nomogram ITP.................................................................... 41

Tabel 2.9 Konfigurasi Beban Sumbu.................................................................... 43

Tabel 2.10 Identifikasi Kerusakan Alur.................................................................. 45

Tabel 2.11 Identifikasi Kerusakan Bergelombang (Corrugation). ......................... 46

Tabel 2.12 Identifikasi Kerusakan Sungkur (Shoving). .......................................... 47

Tabel 2.13 Identifikasi Kerusakan Amblas (Depression). ...................................... 48

Tabel 2.14 Identifikasi Kerusakan Mengembang (Swell). ...................................... 49

Tabel 2.15 Identifikasi Kerusakan Benjol dan Turun (Bump and Sags). ............... 49

Tabel 2.16 Identifikasi Kerusakan Retak Kulit Buaya (Alligator Crack)............... 51

Tabel 2.17 Identifikasi Kerusakan Retak Memanjang dan Melintang. .................. 52

Tabel 2.18 Identifikasi Kerusakan Retak Refleksi Sambungan.............................. 53

Tabel 2.19 Identifikasi Kerusakan Retak Blok ....................................................... 54

Tabel 2.20 Identifikasi Kerusakan Retak Slip (Slippage Crack) ............................ 54

Tabel 2.21 Identifikasi Kerusakan Retak Pinggir(Edge Cracking). ....................... 56

Tabel 2.22 Identifikasi Kerusakan Jalur/Bahu Turun. ............................................ 57

Tabel 2.23 Identifikasi Kerusakan Lubang (Pothole)............................................. 58

Tabel 2.24 Identifikasi Kerusakan Pelapukan dan Butiran Lepas .......................... 59

Tabel 2.25 Identifikasi Kerusakan Kegemukan (Bleeding/Flussing). .................... 60

Tabel 2.26 Identifikasi Kerusakan Agregat Licin (Polished Agregate).................. 61

Tabel 2.27 Identifikasi Tambalan dan Tambalan Galian Utilitas

(Patching and Utility Cut Patching) ..................................................... 62

Tabel 2.28 Identifikasi Kerusakan Persilangan Jalan Rel (Railroad Crossing) ..... 63

Tabel 2.29 Nilai Kondisi Jalan................................................................................ 78


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Tabel 4.1 Inventarisasi Kelengkapan Jalan Veteran (STA 4 + 000 – STA 4 + 550)

s/d (STA 4 + 500 – STA 4 + 550)........................................................ 96

Tabel 4.2 Inventarisasi Kelengkapan Jalan Veteran (STA 4 + 600 – STA 4+ 650)

s/d (STA 5 + 100 – 5 + 150) ................................................................. 97


s/d (STA 5 + 650 - STA 5 + 700) ......................................................... 98


s/d (STA 5 + 950 – STA 6 + 000) ........................................................ 99

Tabel 4.5 Contoh Perhitungan Densitas & Deduct Value Kerusakan Dengan

metode PCI STA 4+000 s/d 4+050.................................................... 100

Tabel 4.6 Perhitungan Densitas & Deduct Value Kerusakan Dengan metode

PCI STA 4+000 – 4+050 s/d STA 4+200 – 0+250........................... 101


PCI STA 4+250 – 4+300 s/d STA 4+550 – 0+600............................ .102


PCI STA 4+600 – 4+650 s/d STA 4+900 – 4+950 ............................ 103


PCI STA 4+950 – 5+000 s/d STA 5+250 – 5+300 ............................ 104


PCI STA 5+300 – 5+350 s/d STA 5+600 – 5+650 ............................ 105


PCI STA 5+650 – 5+700 s/d STA 5+950 – 6+000 ............................ 106

Tabel 4.12 Contoh Perhitungan Nilai Corrected Deduct Value & Nilai PCI ....... 107

Tabel 4.13 Perhitungan Nilai CDV sta 4+000-4+050 .......................................... 107

Tabel 4.14 Perhitungan Nilai CDV sta 4+050 - 4+100 s/d 4+250 – 4+300 ........ 108

Tabel 4.15 Perhitungan Nilai CDV sta 4+300 - 4+350 s/d 4+500 – 4+550 ......... 109






Tabel 4.21 Perhitungan Nilai CDV sta 5+850 - 5+900 s/d 5+950 – 6+000 ......... 115

Tabel 4.22 Perhitungan Nilai PCI Tiap Segmen................................................... 117


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Tabel 4.23 Komulatif LHR dari Arah Sukoharjo-Klaten STA 5+000.................. 119

Tabel 4.24 Komulatif LHR dari Arah Klaten-Sukoharjo STA 5+000.................. 120

Tabel 4.25 Komulatif LHR 2 Lajur 2 Arah .......................................................... 121

Tabel 4.26 Jumlah Kendaraan Ringan (LV) perhari (kend/hari) 2 Lajur 2 Arah 122

Tabel 4.27 Jumlah Kendaraan Berat (HV) perhari (kend/hari) 2 Lajur 2 Arah.... 122

Tabel 4.28 Pengujian DCP di Titik 1.................................................................... 124









Tabel 4.37 Pengujian DCP di Titik 10.................................................................. 133

Tabel 4.38 Nilai CBR ........................................................................................... 134

Tabel 4.39 CBR Rata-rata 90% ............................................................................ 134

Tabel 4.40 Nilai CBR setelah ditingkatkan. ......................................................... 135

Tabel 4.41 CBR Rata-rata 90% setelah ditingkatkan ........................................... 136

Tabel 4.42 Nilai LHR Jalan Veteran..................................................................... 138

Tabel 4.43 Perhitungan Nilai LHR Jalan Veteran ................................................ 139

Tabel 4.44 Konfigurasi beban sumbu kendaraan.................................................. 141

Tabel 4.45 Perhitungan Angka Ekivalen ( E ) Untuk masing-masing kendaraan 141

Tabel 4.46 Perhitungan Lintas Ekivalen Kendaraan............................................. 142

Tabel 5.1 Tabel Pekerjaan Galian Beraspal pada Lubang .................................. 147

Tabel 5.2 Tabel Pekerjaan Penambalan Lubang................................................. 148

Tabel 5.3 Tabel Pekerjaan Latasir ...................................................................... 149

Tabel 5.4 Data Pekerjaan Peningkatan Tanah Dasar .......................................... 150

Tabel 5.5 Pekerjaan Bahan Pengisi( Filler ) ....................................................... 150

Tabel 5.6 Pekerjaan Resap Lapis Perekat Tack Coat ......................................... 151

Tabel 5.7 Perhitungan Volume Pekerjaan AC-WC Modified kerusakan ........... 153

Tabel 5.8 PerhitunganVolume Pekerjaan AC-WC Modified ............................. 154


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Tabel 5.9 Analisa Biaya Pekerjaan ..................................................................... 162

Tabel 5.10 Rekapitulasi Biaya Pekerjaan ............................................................. 163

Tabel 5.11 Time Schedule Pekerjaan .................................................................... 165


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DAFTAR GRAFIK

Grafik 4.1 Korelasi Nilai DCP dan CBR ........................................................ 123

Grafik 4.2 Hubungan kumulatif tumbukan dan kumulatif penetrasi di titik 1..... 124









Grafik 4.11 Hubungan kumulatif tumbukan dan kumulatif penetrasi di titik 10... 134

Grafik 4.12 Hubungan CBR dengan Nilai CBR yang sama / lebih dari ................ 135

Grafik 4.13 Hubungan CBR dengan Nilai CBR yang sama / lebih dari setelah

ditingkatkan. ............................................................................................................ 136

Grafik 4.14 Korelasi DDT dan CBR..................................................................... .137

Grafik 4.15 Indeks tebal perkerasan (ITP) Ruas Jalan Veteran .............................. .143


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DAFTAR GAMBAR

Gambar 2.1 Penambang Melintang Jalan............................................................... 10

Gambar 2.2 Penampang Melintang Jalan dengan Drainase Terbuka..................... 15

Gambar 2.3 Penampang Melintang Jalan dengan Drainase Terbuka..................... 15

Gambar 2.4 Retak Rambut .................................................................................... 16

Gambar 2.5 Retak Kulit Buaya (Alligator Cracks) ................................................ 17

Gambar 2.6 Retak pinggir (edge cracks) ...............................................................18

Gambar 2.7 Retak Sambungan Bahu dan Perkerasan (Edge Joint Cracks) ........... 18

Gambar 2.8 Retak Sambungan Jalan (Lane Joint Cracks)..................................... 19

Gambar 2.9 Retak Sambungan Pelebaran Jalan (Widening Cracks)...................... 19

Gambar 2.10 Retak Refleksi (Reflection Cracks) .................................................... 20

Gambar 2.11 Retak Selip (Slippage Cracks)............................................................ 20

Gambar 2.12 Alur (Ruts) .......................................................................................... 22

Gambar 2.13 Bergelombang (Coguration) .............................................................. 22

Gambar 2.14 Sungkur (Shoving) .............................................................................. 23

Gambar 2.15 Amblas (Grade Depressions) ............................................................. 23

Gambar 2.16 Jembul (Upheaval) ............................................................................. 24

Gambar 2.17 Lubang (Pothole)................................................................................ 25

Gambar 2.18 Pelepasan Butir (Raveling) ................................................................. 26

Gambar 2.19 Pengelupasan Lapisan (Stripping) ...................................................... 26

Gambar 2.20 Pengausan (Polished Agregat) ........................................................... 27

Gambar 2.21 Kegemukan (Bleeding of Flussing) .................................................... 28

Gambar 2.22 Penurunan pada Bekas Utilitas (Utility Cut Depression) ................... 28

Gambar 2.23 Hubungan antara kondisi, umur, dan penanganan jalan..................... 29

Gambar 2.24 Susunan Lapis Perkerasan jalan ......................................................... 33

Gambar 2.25 Grafik Korelasi DDT dan CBR .......................................................... 34

Gambar 2.26 Grafik Nomogram 4 ........................................................................... 42

Gambar 2.27 Grafik Deduct Value for Rutting........................................................ 64

Gambar 2.28 Grafik Deduct Value for Corrugation................................................. 65

Gambar 2.29 Grafik Deduct Value for Shoving....................................................... 65

Gambar 2.30 Grafik Deduct Value for Depression.................................................. 66

Gambar 2.31 Grafik Deduct Value for Swell........................................................... 66

Gambar 2.32 Grafik Deduct Value for Bump and Sag ............................................ 67


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Gambar 2.33 Grafik Deduct Value for Aligator Cracking....................................... 68

Gambar 2.34 Grafik Deduct Value for Longitudinal/Tranversal Cracking ............. 68

Gambar 2.35 Grafik Deduct Value for Joint Reflection Cracking........................... 69

Gambar 2.36 Grafik Deduct Value for Block Cracking........................................... 69

Gambar 2.37 Grafik Deduct Value for Slippage Cracking ...................................... 70

Gambar 2.38 Grafik Deduct Value for Edge Cracking ............................................ 71

Gambar 2.39 Grafik Deduct Value for Lane/Shoulfer Drop Off ............................. 71

Gambar 2.40 Grafik Deduct Value for Pothole........................................................ 72

Gambar 2.41 Grafik Deduct Value for Weathering and Raveling ........................... 72

Gambar 2.42 Grafik Deduct Value for Polished Aggregate .................................... 73

Gambar 2.43 Grafik Deduct Value for Bleeding ..................................................... 73

Gambar 2.44 Grafik Deduct Value for Patching & Utility Cut Patching................. 74

Gambar 2.45 Grafik Deduct Value for Rairoad Crossing ........................................ 74

Gambar 2.46 Grafik Corrected Deduct Value (CDV).............................................. 76

Gambar 2.47 Nilai Kondisi Perkerasan (PCI) dan Tingkat Kerusakan.................... 77

Gambar 3.1 Lokasi Jalan Veteran Sukoharjo........................................................ 84

Gambar 3.2 Mendimensi Kerusakan Jalan..... ……………………………………86

Gambar 3.3 Formulir Survey Kerusakan Jalan ...................................................... 87

Gambar 3.4 Formulir Survey LHR......................................................................... 87

Gambar 3.5 Formulir Survey DCP......................................................................... 85

Gambar 3.6 Diagram Alir Penelitian...................................................................... 86

Gambar 3.7 Diagram Alir Survey Kerusakan Jalan ............................................... 87

Gambar 3.8 Diagram Alir Survey LHR ................................................................. 87

Gambar 3.9 Diagram Alir Survey DCP.................................................................. 88

Gambar 4.1 Standart PCI Rating Scale ................................................................ 116

Gambar 4.2 Susunan Perkerasan Jalan Veteran Sukoharjo.................................. 141

Gambar 5.1 Sketsa Jenis Perbaikan Jalan Veteran Sukoharjo…………………..146

Gambar 5.2 Penampang pekerjaan marka di tengah (putus-putus)...................... 154

Gambar 5.3 Penampang Zebra Cross ................................................................... 155

Gambar 5.4 Penampang pekerjaan Zona selamat Sekolah................................... 156

Gambar 5.5 Penampang tulisan zona selamat sekolah......................................... 157

TUGAS AKHIR - Digital Library UNS · Rencana Anggaran Biaya (RAB) Ruas Jalan Veteran Sukoharjo....

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Transcript of TUGAS AKHIR - Digital Library UNS · Rencana Anggaran Biaya (RAB) Ruas Jalan Veteran Sukoharjo....