evaluasi perkerasan jalan, pemeliharaan dan peningkatan ... filelaporan tugas akhir ini. 2. ayah...

perpustakaan.uns.ac.id digilib.uns.ac.id

commit to user

i

Evaluasi Perkerasan Jalan, Pemeliharaan dan Peningkatan dengan

Metode Analisa Komponen beserta Rencana Anggaran Biaya (RAB)

Ruas Jalan Gabugan - Sragen KM 0+000 – 3+000

TUGAS AKHIR

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

Fakultas Teknik Universitas Sebelas Maret Surakarta

Disusun Oleh :

ANGGI AYU ARLIESTYANIM. I 8212006

PROGRAM STUDI DIII TEKNIK SIPIL

JURUSAN TEKNIK SIPIL FAKULTAS TEKNIK

UNIVERSITAS SEBELAS MARET

SURAKARTA

2015


commit to user

ii

HALAMAN PERSETUJUAN

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

Jalan Gabugan - Sragen KM 0+000 – 3+000

TUGAS AKHIR

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

Fakultas Teknik Universitas Sebelas Maret Surakarta

Disusun Oleh :

Anggi Ayu ArliestyaNIM. I 8212006

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

Universitas Sebelas Maret Surakarta

Persetujuan:

DosenPembimbing

Dr. Dewi Handayani, ST, MTNIP. 197109191995122 001


commit to user

iii


commit to user

iv

MOTTO & PERSEMBAHAN

MOTTO

If you believe in it, Then fight for it.

Prepare and position yourself for the opportunity. It’ll come when you’re

truly ready for it.

PERSEMBAHAN

Tugas akhir ini ku persembahkan untuk:

1. Allah SWT yang telah memberikan karunia-Nya sehingga terselesaikannya

Laporan Tugas Akhir ini.

2. Ayah saya Arif Joko Suprapto, Ibu saya Retno S., Kakak saya Ega Bangun S.,

Aga Trisna A dan Eni P yang selalu memberikan dukungan sehingga laporan

Tugas Akhir ini dapat terselesaikan.

3. Arif Puguh, Evi Binti S, Galuh Q, Ari Tri, Himas Ardinta, Maretta Agita,

Daradita R, Prilla S, Intan Dyah dan Kartika yang telah memberikan

semangat dalam mengerjakan Laporan Tugas Akhir.

4. Teman – teman DIII Teknik Sipil Transportasi Angkatan 2012.

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

Terimakasih atas doa dan dukungannya.


commit to user

v

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

Gabugan - Sragen 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. Amirotul Musthofiah S.T., MSc selaku Dosen Pembimbing Akademik.

5. Dr. Dewi Handayani, ST, MT 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.


commit to user

vi

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, November 2015

Penyusun


commit to user

ABSTRACT

Anggi Ayu A., 2015. An evaluation on road hardening, maintenance, and

improvement using component analysis method with expense budget plan in

Gabugan - Sragen 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 Gabugan – Sragen Road in 3.00 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, Block Cracking, Bump and Sags, Depressions, Edge Cracking,

Longitudinal Cracking, 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 Gabugan - Sragen Road km 0+000 – 3+000 in 2015 was IDR

2.210.020.220,03,-

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


commit to user

vii

ABSTRAK

Anggi Ayu A., 2015. Analisa kerusakan Jalan dengan Metode Pavement

Condition Index (PCI),Peningkatan dengan Metode Analisa Komponen dan

Rencana Anggaran Biaya (RAB) Ruas Jalan Gabugan - Sragen 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 Gabugan - Sragen dengan panjang jalan

3,00 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 retak buaya, kegemukan,

retak blok, amblas, retak pinggir, retak memanjang, tambalan, lubang, alur dan

pengelupasan lapisan. 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 Gabugan - Sragen KM 0+000 – 3+000 tahun 2015

adalah Rp. . 2.210.020.220,03,-

Kata kunci : Pavement Condition Index (PCI), LASTON, RAB.


commit to user

ix

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 ..................................................................................... xix

BAB 1 PENDAHULUAN

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 2 LANDASAN TEORI

2.1 Dasar Teori ........................................................................ 5

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

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 .... 7

2.1.2.4 Klasifikasi Jalan menurut Medan Jalan ... 8

2.1.2.5 Klasifikasi Jalan menurut Wewenang ..... 8


commit to user

x

2.1.3 Ruang Bebas Jalan ................................................. 9

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

2.1.3.2 Ruang Milik Jalan (RUMIJA) ................. 13

2.1.3.3 Ruang Milik Jalan (RUWASJA) ............. 13

2.2 Jenis Kerusakan ................................................................. 14

2.2.1 Retak (Cracks) ....................................................... 14

2.2.1.1 Retak Rambut (Hair Cracks) .................. 15

2.2.1.2 Retak Kulit Buaya (Alligator Cracks) ..... 15

2.2.1.3 Retak Pinggir (Edge Cracks) .................. 15

2.2.1.4 Retak Sambungan Bahu dan Perkerasan

(Edge Joint Cracks) ................................ 16

2.2.1.5 Retak Sambungan Jalan (Lane Joint

Cracks) .................................................... 16

2.2.1.6 Retak Sambungan Pelebaran Jalan

(Widening Cracks) .................................. 16

2.2.1.7 Retak Refleksi (Reflection Cracks) ......... 16

2.2.1.8 Retak Selip (Slippage Cracks) ................ 17

2.2.2 Distorsi (Distorsion) .............................................. 17

2.2.2.1 Alur (Ruts) ............................................... 17

2.2.2.2 Bergelombang (Coguration) ................... 18

2.2.2.3 Sungkur (Shoving).................................... 18

2.2.2.4 Amblas (Grade Depressions) .................. 18

2.2.2.5 Jembul (Upheaval) .................................. 19

2.2.3 Catat Permukaan (Disintegration) ......................... 19

2.2.3.1 Lubang (Pothole) .................................... 19

2.2.3.2 Pelepasan Butir (Raveling) ...................... 20

2.2.3.3 Pengelupasan Lapisan (Stripping)............ 20

2.2.4 Pengausan (Polished Agregat)................................ 20

2.2.5 Kegemukan (Bleeding/ Flussing) .......................... 20

2.2.5 Penurunan Pada Bekas Utilitas (Utility Cut

Depression)............................................................. 21


commit to user

xi

2.3 Konsep Pemeliharaan Jalan ............................................... 21

2.3.1 Klasifikasi Pemeliharaan Jalan .............................. 22

2.3.2 Klasifikasi Jalan dan Tingkat Pelayanan ............... 23

2.3.3 Klasifikasi Jalan dan Tingkat Kondisi Jalan .......... 23

2.3.4 Drainase Jalan ....................................................... 24

2.4 Perencanaan Tebal Perkerasan ........................................... 25

2.4.1 Menentukan Daya Dukung Tanah Dasar (DDT) ... 26

2.4.2 Menentukan umur rencana (UR) ........................... 27

2.4.3 Menentukan Faktor Pertumbuhan Lalu Lintas (i

%) ........................................................................... 28

2.4.4 Menentukan Tingkat Lalu Lintas Harian Rara-

Rata (LHR) ............................................................ 28

2.4.5 Menentukan Angka Ekivalen masing-masing

Kendaraan .............................................................. 28

2.4.6 Menentukan Faktor Regional (FR) ........................ 30

2.4.7 Menentukan Indeks Permukaan (IP) ...................... 31

2.4.8 Mencari Nilai Indeks Tebal Perkerasan (ITP) ....... 33

2.5 Metode Pavement Conditons Index (PCI) .......................... 37

2.5.1 Deformasi ............................................................... 37

2.5.1.1 Alur (Rutting) .......................................... 37

2.5.1.2 Bergelombang (Corrugation) .................. 38

2.5.1.3 Sungkur (Shoving) ................................... 39

2.5.1.4 Amblas (Depression) .............................. 39

2.5.1.5 Mengembang (Swell) .............................. 40

2.5.1.6 Benjol dan Turun (Bump and Sags) ........ 41

2.5.2 Retak (Crack) ......................................................... 41

2.5.2.1 Retak Kulit Buaya (Alligator Crack) ...... 42

2.5.2.2 Retak Memanjang dan Melintang ............. 42

2.5.2.3 Retak Reflektif Sambungan (Joint

Reflection Crack) .................................... 43

2.5.2.4 Retak Blok (Block Crack) ....................... 44


commit to user

xii

2.5.2.5 Retak Slip (Slippage Crack) .................... 45

2.5.3 Kerusakan di Pinggir Perkerasan ........................... 46

2.5.3.1 Retak Tepi (Edge Cracking) ................... 46

2.5.3.2 Jalur/ Bahu turun (Lane/ Shoulder Drop-

off) ........................................................... 47

2.5.4 Kerusakan Tekstur Perkerasan .............................. 47

2.5.4.1 Lubang (Pothole)..................................... 47

2.5.4.2 Pelapukan dan Butiran Lepas

(Weathering and Raveling) ..................... 48

2.5.5 Kegemukan (Bleeding/ Flussing) .......................... 49

2.5.6 Agregat Licin (Polished Agregate) ....................... 50

2.5.7 Tambalan dan Tambalan Galian Utilitas

(Patching and Utility Cut Patching) .................... 50

2.5.8 Persilangan Jalan Rel (Railroad Crossing) ............ 51

2.5.9 Kadar Kerusakan (Density) .................................... 52

2.5.10 Nilai Pengurangan Deduct Value (DV) .................. 52

2.5.11 Total Deduct Value (TDV) .................................... 63

2.5.12 Corrected Deduct Value (CDV) ............................ 63

2.5.13 Nilai Kondisi Perkerasan (PCI) ............................. 64

2.5.14 Klasifikasi Kualitas Kerusakan .............................. 64

2.6 Jenis Pemeliharaan Berdasarkan Nilai PCI ....................... 65

2.7 Metode Perbaikan .............................................................. 66

2.7.1 Metode Perbaikan P1 (Penebaran Pasir) .................. 66

2.7.2 Metode Perbaikan P2 (Laburan Aspal Setempat) ... 67

2.7.3 Metode Perbaikan P3 (Melapisi Retak) .................. 67

2.7.4 Metode Perbaikan P4 (Pengisian Retak) .................. 68

2.7.5 Metode Perbaikan P5 (Penambalan Lubang) ........... 69

2.7.6 Metode Perbaikan P6 (Perataan) .............................. 70

BAB 3 METODOLOGI

3.1 Metode Survei ................................................................... 72

3.2 Lokasi Survei .................................................................... 73


commit to user

xiii

3.3 Teknik Pengumpulan Data ................................................. 73

3.3.1 Data yang Diperoleh .............................................. 73

3.3.2 Peralatan yang Digunakan ..................................... 73

3.4 Analisis Hasil Survei ......................................................... 75

3.5 Tahapan Survei ................................................................. 75

3.6 Diagram Alir ...................................................................... 76

BAB 4 HASIL SURVEI DAN PEMBAHASAN

4.1 Kondisi Jalan ...................................................................... 81

4.1.1 Jalan Gabugan – Sragen Tanon Sragen ................ 81

4.1.2 Drainase Jalan ........................................................ 81

4.2 Kerusakan Jalan ................................................................. 82

4.3 Deduct Value ...................................................................... 82

4.4 Perhitungan Corrected Deduct Value (CDV) ................... 83

4.5 Perhitungan Nilai Pavement Condition Index ( PCI ) ........ 84

4.6 Perhitungan Densitas, DV, CDV dan Nilai PCI ............... 85

4.7 Data Lalu Lintas Harian Rata-Rata (LHR) ....................... 132

4.8 Volume Rencana ................................................................ 136

4.9 LHR 1 Lajur 2 Arah STA 0+000 – 3+050 ........................ 136

4.10 Data California Bearing Ratio (CBR) ................................ 138

4.11 Perencanaan Tebal Perkerasan Jalan ................................. 150

BAB 5 RENCANA ANGGARAN BIAYA

5.1 Jenis Pekerjaan ................................................................... 161

5.2 Perhitungan Volume Pekerjaan ......................................... 161

5.2.1 Pekerjaan Galian Perkerasan Beraspal pada

Lubang ................................................................... 161

5.2.2 Penambalan Lubang ............................................... 165

5.2.3 Bahan Pengisi (Filler) ............................................ 168

5.2.4 Pekerjaan Penebaran Pasir ..................................... 170

5.2.5 Pekerjaan Lapis Perekat dengan Aspal Cair (Tack 169


commit to user

xiv

Coat ) .....................................................................

5.2.6 Pekerjaan AC-WC Modifikasi (AC-WC Mod)

Grading Halus Atau Kasar ..................................... 174

5.2.7 Marka Jalan Thermoplastic .................................... 177

5.3 Analisa Perhitungan Harga Satuan Pekerjaan ................... 174

5.4 Analisa Biaya Pekerjaan .................................................... 182

5.5 Rekapitulasi Biaya Pekerjaan ............................................ 183

5.6

5.7

Analisa Perhitungan Waktu Pelaksanaan Proyek .............

Time Schedule Pekerjaan ……………………………….

183

187

BAB 6 KESIMPULAN DAN SARAN

6.1 Kesimpulan ........................................................................ 188

6.2 Saran .................................................................................. 189

PENUTUP ...................................................................................................... 190

DAFTAR PUSTAKA .................................................................................... 191

LAMPIRAN ................................................................................................... 192


commit to user

xv

DAFTAR TABEL

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

Tabel 2.2 Klasifikasi jalan menurut Medan Jalan................................................... 8

Tabel 2.3 Kualitas Drainase.................................................................................. 25

Tabel 2.4 Koefisien Distribusi Kendaraan(C)....................................................... 29

Tabel 2.5 Fakor regional (FR)............................................................................... 31

Tabel 2.6 Indeks Permukaan Pada Awal Umur Rencana (IPo) ............................ 32

Tabel 2.7 Indeks Permukaan Pada Akhir Umur rencana (IPt).............................. 33

Tabel 2.8 Penentuan Nomogram ITP.................................................................... 34

Tabel 2.9 Konfigurasi Beban untuk MST 8 Ton .................................................. 36

Tabel 2.10 Identifikasi Kerusakan Alur.................................................................. 38

Tabel 2.11 Identifikasi Kerusakan Bergelombang(Corrugation). .......................... 39

Tabel 2.12 Identifikasi Kerusakan Sungkur(Shoving). ........................................... 39

Tabel 2.13 Identifikasi Kerusakan Amblas(Depression). ....................................... 40

Tabel 2.14 Identifikasi Kerusakan Mengembang (Swell). ...................................... 40

Tabel 2.15 Identifikasi Kerusakan Benjol dan Turun(Bump and Slags). ............... 41

Tabel 2.16 Identifikasi Kerusakan Retak Kulit Buaya(Alligator Crack)................ 42

Tabel 2.17 Identifikasi Kerusakan Retak Memanjang dan Melintang. .................. 43

Tabel 2.18 Identifikasi Kerusakan Retak Refleksi Sambungan.............................. 44

Tabel 2.19 Identifikasi Kerusakan Retak Blok ....................................................... 45

Tabel 2.20 Identifikasi Kerusakan Retak Slip (SlippageCrack) ............................. 46

Tabel 2.21 Identifikasi Kerusakan Retak Pinggir(EdgeCracking). ........................ 46

Tabel 2.22 Identifikasi Kerusakan Jalur/Bahu Turun. ............................................ 47

Tabel 2.23 Identifikasi Kerusakan Lubang (Pothole)............................................. 48

Tabel 2.24 Identifikasi Kerusakan Pelapukan dan Butiran Lepas .......................... 48

Tabel 2.25 Identifikasi Kerusakan Kegemukan (Bleeding/Flussing). .................... 49

Tabel 2.26 Identifikasi Kerusakan Agregat Licin (PolishedAgregate)................... 50

Tabel 2.27 Identifikasi Tambalan dan Tambalan Galian Utilitas

(Patching and Utility Cut Patching) ..................................................... 51

Tabel 2.28 Identifikasi Kerusakan Persilangan Jalan Rel (Railroad Crossing) ..... 51

Tabel 2.29 Nilai Kondisi Jalan................................................................................ 66


commit to user

xvi

Tabel 4.1 Drainase Jalan Gabugan - Sragen (STA 0 + 000 – STA 3 + 000)........ 81

Tabel 4.2 Perhitungan Kerusakan Tambalan PCI STA 0+000 – 0+050............ 82

Tabel 4.3 Perhitungan Corrected Deduct Value (CDV) &

Nilai PCI STA 0+000 – 0+050............................................................ 83

Tabel 4.4 Nilai CDV maks STA 0+000 – 0+050 ................................................ 84

Tabel 4.5 Perhitungan Densitas & Deduct Value Kerusakan

STA 0+000 – 0+050............................................................................. 85

Tabel 4.6 Perhitungan Nilai CDV STA 0+000 – 0+050 ................................... 85


STA 0+050 – 0+100............................................................................. 86



STA 0+100 – 0+150............................................................................. 86



STA 0+150 – 0+200............................................................................. 87



STA 0+200 – 0+250............................................................................. 88



STA 0+250 – 0+300............................................................................. 88



STA 0+300 – 0+350............................................................................. 89



STA 0+450 – 0+500............................................................................. 90



STA 0+500 – 0+550............................................................................. 90



commit to user

xvii


STA 0+550 – 0+600............................................................................. 92



STA 0+600 – 0+650............................................................................. 93



STA 0+650 – 0+700............................................................................. 94



STA 0+700 – 0+750............................................................................. 94



STA 0+750 – 0+800............................................................................. 95



STA 0+800 – 0+850............................................................................. 96



STA 0+850 – 0+900............................................................................. 96



STA 0+900 – 0+950............................................................................. 97



STA 0+950 – 1+000............................................................................. 98



STA 1+000 – 1+050............................................................................. 98



STA 1+050 – 1+100............................................................................. 99



commit to user

xviii


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

Tabel 4.50 Perhitungan Nilai CDV STA 1+100 – 1+150 ................................. 100


STA 1+150 – 1+200........................................................................... 100



STA 1+200 – 1+250........................................................................... 101



STA 1+250 – 1+300........................................................................... 102



STA 1+300 – 1+350........................................................................... 102



STA 1+350 – 1+400........................................................................... 103



STA 1+400 – 1+450........................................................................... 104



STA 1+450 – 1+500........................................................................... 104



STA 1+500 – 1+550........................................................................... 105



STA 1+550 – 1+600........................................................................... 106



STA 1+600 – 1+650........................................................................... 106



commit to user

xix


STA 1+650 – 1+700........................................................................... 107



STA 1+700 – 1+750........................................................................... 108



STA 1+750 – 1+800........................................................................... 108



STA 1+800 – 1+850........................................................................... 109



STA 1+850 – 1+900........................................................................... 110



STA 1+900 – 1+950........................................................................... 110



STA 1+950 – 2+000........................................................................... 111



STA 2+000 – 2+050........................................................................... 112



STA 2+050 – 2+100........................................................................... 112



STA 2+100 – 2+150........................................................................... 113



STA 2+150 – 2+200........................................................................... 114



commit to user

xx


STA 2+200 – 2+250........................................................................... 114



STA 2+250 – 2+300........................................................................... 115



STA 2+300 – 2+350........................................................................... 116



STA 2+350 – 2+400........................................................................... 116



STA 2+400 – 2+450........................................................................... 117



STA 2+450 – 2+500........................................................................... 118



STA 2+500 – 2+550........................................................................... 118



STA 2+550 – 2+600........................................................................... 119



STA 2+600 – 2+650........................................................................... 120



STA 2+650 – 2+700........................................................................... 120



STA 2+700 – 2+750........................................................................... 121



commit to user

xxi


STA 2+750 – 2+800........................................................................... 122



STA 2+800 – 2+850........................................................................... 122



STA 2+850 – 2+900........................................................................... 123



STA 2+900 – 2+950........................................................................... 124



STA 2+950 – 3+000........................................................................... 124


Tabel 4.125 Rekapitulasi Nilai PCI tiap Segmen ................................................... 125

Tabel 4.126 Komulatif LHR dari Arah Sragen - Gabugan STA 1+550 ................. 129

Tabel 4.127 Komulatif LHR dari Arah Gabugan - Sragen STA 1+550 ................. 130

Tabel 4.128 Komulatif LHR 2 Lajur 2 Arah .......................................................... 131

Tabel 4.129 Jumlah Kendaraan Ringan (LV) perhari (kend/hari) 2 Lajur 2 Arah . 133

Tabel 4.130 Jumlah Kendaraan Berat (HV) perhari (kend/hari) 2 Lajur 2 Arah.... 133

Tabel 4.131 Jumlah Kendaraan Bis Besar (LB) perhari 2 Lajur 2 Arah ................ 133

Tabel 4.132 Jumlah Kendaraan Truk Besar (LT) perhari 2 Lajur 2 Arah .............. 133

Tabel 4.133 Nilai LHR Ruas Jalan Gabugan – Sragen .......................................... 133

Tabel 4.134 Pengujian DCP di Titik 1.................................................................... 135










commit to user

xxii

Tabel 4.143 Pengujian DCP di Titik 10.................................................................. 144

Tabel 4.144 Nilai CBR ........................................................................................... 145

Tabel 4.145 CBR Rata-rata 90% ............................................................................ 145

Tabel 4.146 Nilai LHR Ruas Jalan Gabugan - Sragen ........................................... 148

Tabel 4.147 Perhiutungan Nilai LHR 2 Lajur 2 Arah ............................................ 149

Tabel 4.148 Konfigurasi Beban Sumbu Kendaraan dan Perhitungan Angka

Ekivalen Untuk Masing-masing Kendaraan ....................................... 150

Tabel 4.149 Perhitungan Angka Ekuivalen (E) ...................................................... 151

Tabel 4.150 Perhitungan Lintas Ekivalen Kendaraan ............................................ 152

Tabel 4.151 Koefisien Kekuatan Relatif (a) . ......................................................... 155

Tabel 5.1 Pekerjaan Galian Beraspal pada Lubang ............................................ 159

Tabel 5.2 Pekerjaan Penambalan Lubang........................................................... 162

Tabel 5.3 Pekerjaan Pengisian Retakan ( Filler ) ............................................... 165

Tabel 5.4 Pekerjaan Taburan Pasir ..................................................................... 167

Tabel 5.5 Pekerjaan Resap Lapis Perekat Tack Coat ......................................... 168

Tabel 5.6 Pekerjaan AC-WC Mod Grading Halus atau Kasar ........................... 169

Tabel 5.7 Perhitungan Volume Pekerjaan AC-BC Modified ............................. 170

Tabel 5.8 Perhitungan Volume Pekerjaan AC-WC Modified ............................ 174

Tabel 5.9 Analisa Biaya Pekerjaan ..................................................................... 179

Tabel 5.10 Rekapitulasi Biaya Pekerjaan ............................................................. 180

Tabel 5.13 Time Schedule ..................................................................................... 184


commit to user

xxiii

DAFTAR GAMBAR

Gambar 2.1 Penambang Melintang Jalan............................................................... 14

Gambar 2.2 Hubungan kondisi, umur dab penanganan jalan................................. 21

Gambar 2.3 Susunan Lapis Perkerasan jalan ......................................................... 26

Gambar 2.4 Grafik Korelasi DDT dan CBR .......................................................... 27

Gambar 2.5 Grafik Nomogram 4 ........................................................................... 35

Gambar 2.6 Grafik Deduct Value for Rutting........................................................ 54

Gambar 2.7 Grafik Deduct Value for Corrugation................................................. 55

Gambar 2.8 Grafik Deduct Value for Shoving....................................................... 55

Gambar 2.9 Grafik Deduct Value for Depression.................................................. 56

Gambar 2.10 Grafik Deduct Value for Swell........................................................... 56

Gambar 2.11 Grafik Deduct Value for Bump and Sag ............................................ 57

Gambar 2.12 Grafik Deduct Value for Aligator Cracking....................................... 57

Gambar 2.13 Grafik Deduct Value for Longitudinal/Tranversal Cracking ............. 58

Gambar 2.14 Grafik Deduct Value for Joint Reflection Cracking........................... 58

Gambar 2.15 Grafik Deduct Value for Block Cracking........................................... 59

Gambar 2.16 Grafik Deduct Value for Slippage Cracking ...................................... 59

Gambar 2.17 Grafik Deduct Value for Edge Cracking ............................................ 60

Gambar 2.18 Grafik Deduct Value for Lane/Shoulfer Drop Off ............................. 60

Gambar 2.19 Grafik Deduct Value for Pothole........................................................ 61

Gambar 2.20 Grafik Deduct Value for Weathering and Raveling ........................... 61

Gambar 2.21 Grafik Deduct Value for Polished Aggregate .................................... 62

Gambar 2.22 Grafik Deduct Value for Bleeding ..................................................... 62

Gambar 2.23 Grafik Deduct Value for Patching & Utility Cut Patching................. 63

Gambar 2.24 Grafik Deduct Value for Rairoad Crossing ........................................ 63

Gambar 2.25 Grafik Corrected Deduct Value (CDV).............................................. 64

Gambar 2.26 Nilai Kondisi Perkerasan (PCI) dan Tingkat Kerusakan.................... 66

Gambar 3.1 Lokasi Jalan Gabugan – Sragen ........................................................ 73

Gambar3.2 Mendimensi Kerusakan Jalan..... ……………………………………74

Gambar 3.3 Diagram Alir Penelitian...................................................................... 77

Gambar 3.4 Diagram Alir Survei Kerusakan Jalan................................................ 78


commit to user

xxiv

Gambar 3.5 Diagram Alir Survei LHR .................................................................. 79

Gambar 3.6 Diagram Alir Survei DCP .................................................................. 80

Gambar 4.1 Grafik Korelasi Nilai DCP dan CBR................................................ 134

Gambar 4.2 Grafik Nilai CBR 90% Berdasarkan metode Bina Marga................ 145

Gambar 4.3 Grafik Korelasi DDT dan CBR ........................................................ 146

Gambar 4.4 Grafik Indeks Tebal Perkerasan Jalan Gabugan – Sragen ………...153

Gambar 4.5 Susunan Perkerasan Jalan Gabugan – Sragen ……………………..156

Gambar 5.1 Penampang Pekerjaan Marka di Tengah Putus-putus ...................... 173


commit to user

192

DAFTAR LAMPIRAN

Lampiran A

1. Form Tugas Akhir

2. Lembar Koordinasi Tugas Akhir

3. Lembar Komunikasi Tugas Akhir

Lampiran B

1. Hasil Survei Kondisi Jalan

2. Hasil Survei Kerusakan Jalan

3. Sketsa Hasil Survei Kerusakan Jalan

Lampiran C

1. Hasil Survei Lalu Lintas

Lampiran D

1. Hasil Survei DCP

Lampiran E

1. Daftar Harga Satuan Dasar Bahan dan Peralatan

2. Analisa Harga Satuan Pekerjaan (HSP)

3. Foto Kerusakan

evaluasi perkerasan jalan, pemeliharaan dan peningkatan ... filelaporan tugas akhir ini. 2. ayah...

Documents