TUGAS AKIIIR - digilib.uns.ac.id · Tugas akhir ini kupersembahkan untuk: 1. Allah SWT yang telah memberikan karunia-Nya . 2. Ayah saya “ Handoko ”, Ibu saya “ Sri Nartani,

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Evaluasi Perkerasan Jalan, Pemeliharaan dan Peningkatan dengan

Metode Analisa Komponen beserta Rencana Anggaran Biaya (RAB)

Ruas Jalrn Raya Randusari - Klaten KM 0+000 - 3+000

Kabupaten Boyolali

TUGAS AKIIIR

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

Universitas Sebelas Maret Surakarta

Disusun OIeh :

RTZKI FIRDHOUS $FANDHINlrM. r 8212035

PROGRAM STUDI DITI TEKMK SIPIL FAKTJLTAS TEKNIK

UNIYERSITAS SEBELAS MARET

SURAKARTA

2015


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HAI.,AII{ANPER,SETUJUAIT{

Eveluasi Per*eresan Ja]rn, Pemelihamon dan Peningketen denganMetode Analisa Komponen besertl Rencana Angaran Bhya (RAB)

Rues Jalrn Rrye Rrndusrri - Klrtcn KM 0+m0 -3+000Kabnpaten Boyotefi

TUGAS AKHIR

Disusun S€bagai Sy,ad Memperoleh GelmAhli L{adJra (AMd.)@aProgrm Shdi Dm Teknik Sipil FalnilrasTelmik

Universius S€betas tvlarct Srrdmta

Dlrusun Ohh :

RIZKI FIRDHOUS AI.FANDHIhlrM. r t212035

Telah disctujui rmhrk dipertahamh di hdryanTim pe guji peodadrmhogrm Sfidi Dm Tdoik Sipil FalqfiasTdmik

Universitas Sebelas l\[arct Surakrta

PerseQitun:

Dosen Pembimbing

Oe*hAry SetvawmMSclbD.NIPr966l204 199512 I 001

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L, 1 .?r L-,, \s"Nrc \--l^ q


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IIAII\MAN PENGESAHAN

Eveluagi Prrkerasan Jrlan, Pemdiheraen dan pcningkatan drngrn

Metode AuaHse Komponen beserte Rencena Anggaren Biaya (RAB)

Rurs Jalrn f,eye Renduseri - Klatcn KM 0+000 - 3+000

Krbnpoten Boydeli

TUGASAKHM,

DisusmOleh:

RIZKI FIRDHOUS AT'FANDHINIM. r g2t2035

Telah dipatahmkan di hsdspm Tim P€ng$i Pmdadrm Prograrn Sttdi DIII Tdmft SipilFakultrs Tdsdk Uaiv€rsitas Sebelas lrlarct pad4

Senh,3 Agrstr 2Ol5:

l. Ir Arv Setlrsmn- M.Sc- PILDNIP. 1957t020 198701 1001

Brdi Yulimto. ST. I\4Sc. Ph.DNIP. 19700504 195p2 ml

Amirotut Mus&ofiahHM. ST.. M.ScNIP. 19700501 199512 2 001

NrP. rgnlrr2g 199903 I001

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Wff#)

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MOTTO & PERSEMBAHAN

MOTTO

Jadilah kamu manusia yang pada saat kelahiranmu semua orang tertawa

bahagia, tetapi hanya kamu yang menangis; dan pada saat kematianmu semua

orang menangis, tetapi hanya kamu yang dapat tersenyum.

PERSEMBAHAN

Tugas akhir ini kupersembahkan untuk:

1. Allah SWT yang telah memberikan karunia-Nya

2. Ayah saya “ Handoko ”, Ibu saya “ Sri Nartani, S.Pd ”, Kakak saya “ Arif

Lukman Handoko ” dan “ Christina Dewi Ariswati ”.

3. Anggun Vitasari Desika Chandra, Kartika Novianti Parnaningrum, Yuki

Rezkyana Putri, Andri Wibowo Santoso, Ganang Widiatmojo, Fawzi Achmad

Azis, Intan Dyah Suminar, Ita Prawitasari.

4. Saudara – Saudari DIII Teknik Sipil Transportasi seluruh Angkatan.

Terimakasih atas doa dan dukungannya.


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KATA PENGANTAR

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 Raya

Randusari - Klaten KM 0+000 - 3+000. 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 Setyawan, MSc, PhD. selaku Dosen Pembimbing Akademik.

5. Ir. Ary Setyawan, 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 Transportasi 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

Rizki Firdhous Affandhi, 2015. An evaluation on road hardening, maintenance,

and improvement using component analysis method with expense budget plan in

Randusari – Klaten Road km 0+000 – 3+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 Randusari – Klaten Road in 3 km length

aiming to conduct an evaluation on road condition using Pavement Condition

Index (PCI) 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,

Bleeding, Longitudinal Cracking, Patching, Potholes and Stripping. 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 Randusari - Klaten Road km 0+000 – 3+000 in

2015 was IDR 2.800.731.681,36

Keywords: Pavement Condition Index (PCI), LASTON, RAB.


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ABSTRAK

Rizki Firdhous Affandhi, 2015. Analisa kerusakan Jalan dengan Metode

Pavement Condition Index (PCI),Peningkatan dengan Metode Analisa

Komponen dan Rencana Anggaran Biaya (RAB) Ruas Jalan Raya Randusari –

Klaten km 0+000 – 3+000. Tugas Akhir, Program Diploma III Teknik Sipil

Transportasi, Jurusan Teknik Sipil Fakultas Teknik Universitas Sebelas Maret

Surakarta.

Jalan raya adalah jalur-jalur tanah 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 Raya Randusari - Klaten dengan panjang

jalan 3 km ini bertujuan untuk melakukan penilaian kondisi jalan dengan

mengunakan metode Pavement Condition Index (PCI) dengan membagi jalan

menjadi beberapa segmen yaitu tiap 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,

Bleeding, Longitudinal Cracking, Patching, Potholes and Stripping. Kerusakan

ini hanya terjadi pada beberapa segmen saja dan dilakukan perbaikan berdasarkan

jenis kerusakan yang ada, yaitu pengisian retak, laburan aspal setempat,

penebaran pasir dan penambalan. Sesuai perhitungan volume kepadatan lalu

lintas dan daya dukung tanah dilakukan perencanaan tebal lapisan ulang sesuai

dengan umur rencana yaitu 10 tahun. Bahan perkerasan yang digunakan adalah

LASTON Ms.744. Kemudian dari seluruh pekerjaan diperoleh total biaya yang

diperlukan dalam usaha perbaikan & peningkatan mutu pada Jalan Raya

Randusari - Klaten KM 0+000 – 3+000 tahun 2015 adalah Rp. 2.800.731.681,36

Kata 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 GAMBAR ............................................................................................. xxiiii

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


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

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(LaneJoint Cracks) .......................................... 18

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

2.2.1.7 Retak Refleksi (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) ................................................................................. 23

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

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


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2.2.3 Cacat Permukaan (Disintegration) ............................................................... 25

2.2.3.1 Lubang (Pothole) .................................................................................... 25

2.2.3.2 Pelepasan Butir (Raveling) ..................................................................... 26

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

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

2.2.5 Kegemukan (Bleeding/Flussing) ................................................................. 28

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 PertumbuhanLaluLintas (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) .............................................................. 38

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


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2.5.1.4 Amblas (Depression) ............................................................................. 46

2.5.1.5 Mengembang(Swell) .............................................................................. 47

2.5.1.6 Benjol dan Turun(Bump and Sags) ........................................................ 48

2.5.2 Retak (Crack)............................................................................................. 49

2.5.2.1 Retak Kulit Buaya .................................................................................. 49

2.5.2.2 Retak Memanjang dan Melintang .......................................................... 50

2.5.2.3 Retak Reflektif Sambungan ................................................................... 51

2.5.2.4 Retak Blok ............................................................................................. 52

2.5.2.5 Retak Slip ............................................................................................... 52

2.5.3 Kerusakan di Pinggir Perkerasan................................................................ 53

2.5.3.1 Retak Tepi .............................................................................................. 53

2.5.3.2 Jalur/Bahu Turun ................................................................................... 54

2.5.4 Kerusakan Tektur Perkerasan .................................................................... 55

2.5.4.1 Lubang ................................................................................................... 55

2.5.4.2 Pelapukan dan Butiran Lepas ................................................................ 56

2.5.5 Kegemukan (Bleeding/Flussing) ............................................................... 57

2.5.6 Agregat Licin (Polished Agregate) ........................................................... 58

2.5.7 Tambalan dan Tambalan Galian Utilitas ................................................... 58

2.5.8 Persilangan Jalan Rel (Railroad Crossing) ............................................... 59

2.5.9 Kadar Kerusakan (Density) ....................................................................... 60

2.5.10 Nilai Pengurangan (DeductValue(DV) ...................................................... 61

2.5.11 Total Deduct Value (TDV) ........................................................................ 71

2.5.12 Corrected Deduct Value (CDV) ................................................................ 71

2.5.13 Nilai Kondisi Perkerasan (PCI) ................................................................. 72

2.5.14 Klasifikasi Kualitas Kerusakan ................................................................. 72

2.6 Jenis Pemeliharaan Berdasarkan Nilai PCI ........................................................ 73


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2.7 Metode Perbaikan ............................................................................................... 74

2.7.1 Metode Perbaikan P1 (Penebaran Pasir) ................................................... 74

2.7.2 Metode Perbaikan P2 (Laburan Aspal Setempat) ..................................... 75

2.7.3 Metode Perbaikan P3 (Melapisi Retak) ..................................................... 75

2.7.4 Metode Perbaikan P4 (Pengisian Retak) ................................................... 76

2.7.5 Metode Perbaikan P5 (Penambalan Lubang) ............................................ 77

2.7.6 Metode Perbaikan P6 (Perataan) ............................................................... 78

BAB III METODELOGI ........................................................................................... 80

3.1 Metode Survei ................................................................................................. 80

3.2 Lokasi Survei .................................................................................................. 80

3.3 Teknik Pengumpulan Data .............................................................................. 81

3.3.1 Data yang Diperoleh .................................................................................. 81

3.3.2 Peralatan yang Digunakan ......................................................................... 81

3.4 Analisis Hasil Survei ....................................................................................... 85

3.5 Tahapan Survei ................................................................................................ 85

3.6 Diagram Alir Survei ........................................................................................ 86

BAB IV HASIL SURVEY DAN PEMBAHASAN .................................................. 91

4.1 Jalan Raya Randusari - Klaten ........................................................................ 91

4.2 Inventarisasi Jalan ........................................................................................... 91

4.3 Kerusakan Jalan .............................................................................................. 91

4.4 Deduct Value ................................................................................................... 91

4.5 Perhitungan Corrected Value (CDV) .............................................................. 98

4.6 Penilaian Nilai Pavement Condition Index (PCI) .......................................... 98

4.7 Perhitungan Densitas, DV, CDV dan Nilai PCI ........................................... 100

4.8 Data Lalu Lintas Harian Rata-Rata (LHR)................................................... 142

4.9 Volume Rencana .......................................................................................... 144

4.10 LHR 2 Lajur 2 Arah STA 0+000 – 3+000 ................................................... 144

4.11 Data California Bearing Ratio (CBR) .......................................................... 145

4.12 Perencanaan Tebal Perkerasan Jalan ............................................................ 160


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BAB V RENCANA ANGGARAN BIAYA ............................................................ 169

5.1 Jenis pekerjaan .............................................................................................. 169

5.2 Perhitungan Volume Pekerjaan ..................................................................... 169

5.2.1 Pekerjaan Galian Perkerasan Beraspal pada Lubang ............................. 169

5.2.2 Pekerjaan Penambalan Lubang .............................................................. 171

5.2.3 Pekerjaan Latasir .................................................................................... 172

5.2.4 Pekerjaan Bahan Pengisi (Filler) ............................................................ 175

5.2.5 Pekerjaan Lapis Resap Pengikat Aspal Cair (Tack Coat) ...................... 175

5.2.6 Pekerjaan AC-WC Modifikasi (AC-WC Mod) Grading ........................ 178

5.2.7 Pekerjaan Marka Jalan Thermoplastic ................................................... 181

5.3 Analisa Harga Satuan Pekerjaan ................................................................... 185

5.4 Analisa Biaya Pekerjaan ............................................................................... 189

5.5 Rekapitulasi Biaya Pekerjaan ........................................................................ 190

5.6 Analisa Perhitungan Waktu Pelaksanaan Proyek ......................................... 190

5.7 Kurva S (Time Schedule) .............................................................................. 191

BAB VI KESIMPULAN & SARAN ....................................................................... 192

6.1 Kesimpulan ................................................................................................... 192

6.2 Saran .............................................................................................................. 193

PENUTUP ................................................................................................................ 197

DAFTAR PUSTAKA .............................................................................................. 198

DAFTAR LAMPIRAN ............................................................................................ 199


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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). .......................... 45

Tabel 2.12 Identifikasi Kerusakan Sungkur(Shoving). ........................................... 46

Tabel 2.13 Identifikasi Kerusakan Amblas(Depression). ....................................... 47

Tabel 2.14 Identifikasi Kerusakan Mengembang (Swell). ...................................... 47

Tabel 2.15 Identifikasi Kerusakan Benjol dan Turun(Bump and Slags). ............... 48

Tabel 2.16 Identifikasi Kerusakan Retak Kulit Buaya(Alligator Crack)................ 49

Tabel 2.17 Identifikasi Kerusakan Retak Memanjang dan Melintang. .................. 50

Tabel 2.18 Identifikasi Kerusakan Retak Refleksi Sambungan. ............................. 51

Tabel 2.19 Identifikasi Kerusakan Retak Blok ....................................................... 52

Tabel 2.20 Identifikasi Kerusakan Retak Slip (SlippageCrack) ............................. 53

Tabel 2.21 Identifikasi Kerusakan Retak Pinggir(EdgeCracking). ........................ 54

Tabel 2.22 Identifikasi Kerusakan Jalur/Bahu Turun. ............................................ 54

Tabel 2.23 Identifikasi Kerusakan Lubang (Pothole). ............................................ 55

Tabel 2.24 Identifikasi Kerusakan Pelapukan dan Butiran Lepas .......................... 56

Tabel 2.25 Identifikasi Kerusakan Kegemukan (Bleeding/Flussing). .................... 57

Tabel 2.26 Identifikasi Kerusakan Agregat Licin (PolishedAgregate)................... 58

Tabel 2.27 Identifikasi Tambalan dan Tambalan Galian Utilitas

(Patching and Utility Cut Patching) ..................................................... 59

Tabel 2.28 Identifikasi Kerusakan Persilangan Jalan Rel (Railroad Crossing) ..... 60

Tabel 2.29 Nilai Kondisi Jalan................................................................................ 74


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Tabel 4.1 Inventarisasi Kelengkapan Jalan Raya Randusari – Klaten

(STA 0+000 – 0+550) ........................................................................... 92


(STA 0+550 – 1+100) ........................................................................... 93


(STA 1+100 – 1+700) ........................................................................... 94


(STA 1+700 – 2+300) ........................................................................... 95


(STA 0+000 – 3+000) ........................................................................... 96

Tabel 4.6 Contoh Perhitungan Kerusakan Tambalan PCI

STA 0+250 – 0+300 (Jalan Randusari – Klaten) ................................ 97

Tabel 4.7 Perhitungan Corrected Deduct Value (CDV) &

Nilai PCI STA 0+250 – 0+300 ............................................................ 98

Tabel 4.8 Nilai CDV maks STA 0+250 – 0+300 ................................................ 99

Tabel 4.9 Perhitungan Densitas & Deduct Value Kerusakan

STA 0+000 – 0+050........................................................................... 100

Tabel 4.10 Perhitungan Nilai CDV STA 0+000 – 0+050 .................................. 100


STA 0+050 – 0+100........................................................................... 101



STA 0+100 – 0+150........................................................................... 101



STA 0+150 – 0+200........................................................................... 102



STA 0+200 – 0+250........................................................................... 103

Tabel 4.18 Perhitungan Nilai CDV STA 0+200 – 0+250 ................................. 103


STA 0+250 – 0+300........................................................................... 103



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STA 0+300 – 0+350........................................................................... 104



STA 0+350 – 0+400........................................................................... 105



STA 0+400 – 0+450........................................................................... 105



STA 0+450 – 0+500........................................................................... 106



STA 0+500 – 0+550........................................................................... 107



STA 0+550 – 0+600........................................................................... 107



STA 0+600 – 0+650........................................................................... 108



STA 0+650 – 0+700........................................................................... 109



STA 0+700 – 0+750........................................................................... 109



STA 0+750 – 0+800........................................................................... 110

Tabel 4.40 Perhitungan Nilai CDV STA STA 0+750 – 0+800 ......................... 110


STA 0+800 – 0+850........................................................................... 111



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STA 0+850 – 0+900........................................................................... 111



STA 0+900 – 0+950........................................................................... 112



STA 0+950 – 1+000........................................................................... 113



STA 1+000 – 1+050........................................................................... 113



STA 1+050 – 1+100........................................................................... 114



STA 1+100 – 1+150........................................................................... 115



STA 1+150 – 1+200........................................................................... 115



STA 1+200 – 1+250........................................................................... 116



STA 1+250 – 1+300........................................................................... 117



STA 1+300 – 1+350........................................................................... 117



STA 1+350 – 1+400........................................................................... 118



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STA 1+400 – 1+450........................................................................... 119



STA 1+450 – 1+500........................................................................... 119



STA 1+500 – 1+550........................................................................... 120



STA 1+550 – 1+600........................................................................... 121



STA 1+600 – 1+650........................................................................... 121



STA 1+650 – 1+700........................................................................... 122



STA 1+700 – 1+750........................................................................... 123



STA 1+750 – 1+800........................................................................... 123



STA 1+800 – 1+850........................................................................... 124



STA 1+850 – 1+900........................................................................... 125



STA 1+900 – 1+950........................................................................... 125



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STA 1+950 – 2+000........................................................................... 126



STA 2+000 – 2+050........................................................................... 127



STA 2+050 – 2+100........................................................................... 127



STA 2+100 – 2+150........................................................................... 128



STA 2+150 – 2+200........................................................................... 129



STA 2+200 – 2+250........................................................................... 129



STA 2+250 – 2+300........................................................................... 130



STA 2+300 – 2+350........................................................................... 131



STA 2+350 – 2+400........................................................................... 131



STA 2+400 – 2+450........................................................................... 132



STA 2+450 – 2+500........................................................................... 133



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STA 2+500 – 2+550........................................................................... 133



STA 2+550 – 2+600........................................................................... 134



STA 2+600 – 2+650........................................................................... 135



STA 2+650 – 2+700........................................................................... 135



STA 2+700 – 2+750........................................................................... 136



STA 2+750 – 2+800........................................................................... 137



STA 2+800 – 2+850........................................................................... 137



STA 2+850 – 2+900........................................................................... 138



STA 2+900 – 2+950........................................................................... 139



STA 2+950 – 3+000 ........................................................................... 139

Tabel 4.128 Perhitungan Nilai CDV STA 2+950 – 3+000 .................................... 140

Tabel 4.129 Rekapitulasi Nilai PCI tiap Segmen ................................................... 140

Tabel 4.130 Komulatif LHR dari Arah Jalan Boyolali - Klaten STA 0+050 ......... 142

Tabel 4.131 Komulatif LHR dari Arah Jalan Klaten - Boyolali STA 0+050 ......... 143


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Tabel 4.132 Komulatif LHR 2 Lajur 2 Arah .......................................................... 143

Tabel 4.133 Jumlah Kendaraan Ringan (LV) perhari (kend/hari) 2 Lajur 2 Arah . 144

Tabel 4.134 Jumlah Kendaraan Berat (HV) perhari (kend/hari) 2 Lajur 2 Arah .... 145

Tabel 4.135 Pengujian DCP di Titik 1 .................................................................... 146









Tabel 4.144 Pengujian DCP di Titik 10 .................................................................. 157

Tabel 4.145 Nilai CBR ........................................................................................... 158

Tabel 4.146 CBR Rata-rata 90% ............................................................................ 159

Tabel 4.147 Nilai LHR Ruas Jalan Raya Randusari - Klaten ................................ 161

Tabel 4.148 Perhiutungan Nilai LHR 2 Lajur 2 Arah ............................................ 162

Tabel 4.149 Konfigurasi Beban Sumbu Kendaraan dan Perhitungan Angka

Ekivalen Untuk Masing-masing Kendaraan ....................................... 162

Tabel 4.150 Perhiutungan Angka Ekuivalen (E) .................................................... 163

Tabel 4.151 Perhitungan Lintas Ekivalen Kendaraan ............................................. 164

Tabel 4.152 Koefisien Kekuatan Relatif ................................................................. 167

Tabel 5.1 Pekerjaan Galian Beraspal pada Lubang ............................................ 169

Tabel 5.2 Pekerjaan Penambalan Lubang ........................................................... 171

Tabel 5.3 Pekerjaan Latasir ................................................................................. 172

Tabel 5.4 Pekerjaan Pengisian Retakan ( Filler ) ............................................... 175

Tabel 5.5 Pekerjaan Lapis Perekat Tack Coat pada Kerusakan .......................... 175

Tabel 5.6 Pekerjaan AC-WC Modified .............................................................. 178

Tabel 5.7 Perhitungan AC-BC Modified ............................................................ 181

Tabel 5.8 Perhitungan AC-WC Modified ........................................................... 181

Tabel 5.9 Analisa Biaya Pekerjaan ..................................................................... 189

Tabel 5.10 Rekapitulasi Biaya Pekerjaan ............................................................. 190

Tabel 5.11 Time Schedule Pekerjaan .................................................................... 191


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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 Tertutup .................... 15

Gambar 2.4 Retak Rambut (Hair Cracks).............................................................. 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)............................................................ 21

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

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

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

Gambar 2.15 Amblas (Grade Depressions) ............................................................. 24

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) ...................................................... 27

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

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

Gambar 2.22 Hubungan antara kondisi, umur, dan penanganan jalan ..................... 29

Gambar 2.23 Susunan Lapis Perkerasan jalan ......................................................... 33

Gambar 2.24 Grafik Korelasi DDT dan CBR .......................................................... 34

Gambar 2.25 Grafik Nomogram 4 ........................................................................... 42

Gambar 2.26 Grafik Deduct Value for Rutting ........................................................ 61

Gambar 2.27 Grafik Deduct Value for Corrugation ................................................. 62

Gambar 2.28 Grafik Deduct Value for Shoving ....................................................... 62

Gambar 2.29 Grafik Deduct Value for Depression .................................................. 63

Gambar 2.30 Grafik Deduct Value for Swell ........................................................... 63

Gambar 2.31 Grafik Deduct Value for Bump and Sag ............................................ 64


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Gambar 2.32 Grafik Deduct Value for Aligator Cracking ....................................... 64

Gambar 2.33 Grafik Deduct Value for Longitudinal/Tranversal Cracking ............. 65

Gambar 2.34 Grafik Deduct Value for Joint Reflection Cracking ........................... 65

Gambar 2.35 Grafik Deduct Value for Block Cracking ........................................... 66

Gambar 2.36 Grafik Deduct Value for Slippage Cracking ...................................... 66

Gambar 2.37 Grafik Deduct Value for Edge Cracking ............................................ 67

Gambar 2.38 Grafik Deduct Value for Lane/Shoulfer Drop Off ............................. 67

Gambar 2.39 Grafik Deduct Value for Pothole ........................................................ 68

Gambar 2.40 Grafik Deduct Value for Weathering and Raveling ........................... 68

Gambar 2.41 Grafik Deduct Value for Polished Aggregate .................................... 69

Gambar 2.42 Grafik Deduct Value for Bleeding ..................................................... 69

Gambar 2.43 Grafik Deduct Value for Patching & Utility Cut Patching ................. 70

Gambar 2.44 Grafik Deduct Value for Rairoad Crossing ........................................ 70

Gambar 2.45 Grafik Corrected Deduct Value (CDV) .............................................. 71

Gambar 2.46 Nilai Kondisi Perkerasan (PCI) dan Tingkat Kerusakan .................... 73

Gambar 3.1 Lokasi Jalan Raya Randusari – Klaten STA 0+000 - 3+000 ............ 80

Gambar 3.2 Mendimensi Kerusakan Jalan ..... ……………………………………82

Gambar 3.3 Formulir Survey Kerusakan Jalan ...................................................... 83

Gambar 3.4 Formulir Survey LHR......................................................................... 83

Gambar 3.5 Formulir Survey DCP ......................................................................... 84

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

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

Gambar 3.8 Diagram Alir Survey LHR ................................................................. 88

Gambar 3.9 Diagram Alir Survey DCP.................................................................. 90

Gambar 4.1 Grafik Korelasi Nilai DCP dan CBR................................................ 145

Gambar 4.2 Grafik Hubungan kumulatif tumbukan dan kumulatif penetrasi di

titik 1 ................................................................................................. 146


titik 2 ................................................................................................. 148


titik 3 ................................................................................................. 149


titik 4 ................................................................................................. 150


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titik 5 ................................................................................................. 151


titik 6 ................................................................................................. 152


titik 7 ................................................................................................. 153


titik 8 ................................................................................................. 154


titik 9 ................................................................................................. 156


titik 10 ............................................................................................... 158

Gambar 4.12 Grafik Nilai CBR 90% Berdasarkan Metode Bina Marga ............... 159

Gambar 4.13 Grafik Korelasi DDT dan CBR ........................................................ 160

Gambar 4.14 Grafik Indeks Tebal Perkerasan (ITP) untuk Jalan Raya Randusari -

Klaten ............................................................................................... 165

Gambar 4.15 Susunan Perkerasan Jalan Raya Randusari – Klaten .............. …….168

Gambar 5.1 Penampang Pekerjaan Marka di Tengah Putus-putus ..................... .181

Gambar 5.2 Penampang Zebra Cross…………………………………………….182

Gambar 5.3 Penampang Pekerjaan Zona Selamat Sekolah……………………...183

Gambar 5.4 Penampang Tulisan Zona Selamat Sekolah ..................................... 184

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TUGAS AKIIIR - digilib.uns.ac.id · Tugas akhir ini kupersembahkan untuk: 1. Allah SWT yang telah memberikan karunia-Nya . 2. Ayah saya “ Handoko ”, Ibu saya “ Sri Nartani,