scholarly journals Sampietrini Stone Pavements: Distress Analysis Using Pavement Condition Index Method

2017 ◽  
Vol 7 (7) ◽  
pp. 669 ◽  
Author(s):  
Pablo Zoccali ◽  
Giuseppe Loprencipe ◽  
Andrea Galoni
Keyword(s):  
Condition Index ◽  
Index Method ◽  
Pavement Condition ◽  
Pavement Condition Index

scholarly journals Level vulnerability damage of pavement using Pavement Condition Index method

2018 ◽  
Vol 181 ◽  
pp. 11003 ◽  
Author(s):  
Siti Nurjanah Ahmad ◽  
Tri Harianto ◽  
Lawalenna Samang ◽  
Muralia Hustim
Keyword(s):  
Surface Damage ◽  
Condition Index ◽  
Index Method ◽  
Pavement Condition ◽  
Damage Area ◽  
Road Pavement ◽  
Pavement Condition Index ◽  
Damage Field ◽  
The Mean ◽  
Pavement Damage

This study aims to assess the vulnerability of road pavement damage using the Pavement Condition Index (PCI) method, including the direction of handling pavement road damage. Assessment of the level of road surface damage is based on the type of damage, the degree of damage, and amount of damage. Field observations and surveys were conducted on several Collector roads in Kendari. The mean PCI score as an indicator of damage to the Mokodompit road segment shows moderate damage conditions with a mean the value PCIaverage = 53 and surface damage area = 34.419% and the countermeasures according to the Bina Marga Standard recommend patching and adding pavement layers. Assessment of vulnerabilities Manunggal road damage indicates moderate damage to the value PCIaverage = 49 With the extent of surface damage = 34,419% and the response according to Standard by filling a crack with a mixture of liquid asphalt and sand.

scholarly journals EVALUATION OF FLEXIBLE PAVEMENT DAMAGE DEGREE WITH PAVEMENT CONDITION INDEX METHOD (CASE STUDY: ARGOPURO ROADS - BANYUWANGI STA. 0+000 TO STA. 2+600)

2018 ◽  
Vol 2 (01) ◽  
pp. 1
Author(s):  
Willy Kriswardhana ◽  
Dewi Junita Koesoemawati ◽  
Trio Sagita Susanto
Keyword(s):  
Condition Index ◽  
Index Method ◽  
Pavement Condition ◽  
The North ◽  
Damage Degree ◽  
Pavement Condition Index ◽  
Base Course ◽  
Extent Of Damage ◽  
Index Value ◽  
Pavement Damage

Argopuro Roads Banyuwangi Regency with a length of 2.6 km is a switching route for heavy vehicles and buses from the north of Banyuwangi to Jember. The increase in traffic volume from year to year as well as the construction of factories and warehouses along the roads resulted in a decrease in road capability to receive loads on it. To know the type and the extent of damage occurring on Argopuro Roads is done a research which will be able to determine the appropriate type of maintenance. The determination of road condition is done by Pavement Condition Index method (PCI). Road improvement is calculated by using the component analysis method from Department of Highways Regulation No. 378/KPTS/1987. Based on the result of research, the index value of pavement condition in survei by using PCI method is 58.07. The improvement of road is done in the segment with the failure condition to the fair with the handling of the improvement in the form of recontruction. Based on the calculation result in this research, it resulted that the pavement structure has thickness of 10 cm surface course, thickness of 25 cm base course, and thickness of 63 cm sub base course. Ruas Jalan Argopuro Kabupaten Banyuwangi dengan panjang ruas 2.6 km merupakan jalur pengalih untuk kendaraan berat dan bus dari arah utara kota Banyuwangi menuju Kota Jember. Adanya peningkatan volume lalu lintas dari tahun ke tahun serta pembangunan sejumlah pabrik dan gudang pada sepanjang ruas jalan tersebut mengakibatkan menurunnya kemampuan jalan untuk menerima beban di atasnya. Untuk mengetahui jenis dan tingkat kerusakan yang terjadi pada ruas Jalan Argopuro, dilakukan penelitian yang dapat menentukan jenis pemeliharaan yang sesuai. Penentuan kondisi jalan dilakukan dengan metode Pavement Condition Index (PCI). Perbaikan jalan dihitung dengan menggunakan metode analisa komponen dari peraturan Departemen Bina Marga Nomor 378/KPTS/1987. Berdasarkan hasil penelitian, nilai indeks kondisi pekerasan jalan yang disurvei dengan menggunakan metode PCI yaitu 58,07. Perbaikan jalan dilakukan pada segmen dengan kondisi gagal (fail) hingga sedang (fair) dengan penanganan perbaikan berupa rekonstruksi. Berdasarkan hasil perhitungan pada penelitian ini menghasilkan struktur perkerasan jalan dengan ketebalan tebal lapis permukaan 10 cm, tebal lapis pondasi atas sebesar 25 cm, dan tebal lapis pondasi bawah setebal 63 cm.

scholarly journals THE COMPARISON OF ROAD DAMAGE VALUES BASED ON PCI (PAVEMENT CONDITION INDEX) METHOD OBSERVATION AND IRI (INTERNATIONAL ROUGHNESS INDEX) METHOD ON ROAD CLASS II IN LUMAJANG DISTRICT

2019 ◽  
Vol 3 (2) ◽  
pp. 113
Author(s):  
Devita Sari ◽  
Sri Sukmawati ◽  
Akhmad Hasanuddin
Keyword(s):  
Surface Condition ◽  
Condition Index ◽  
Class Ii ◽  
Assessment System ◽  
International Roughness Index ◽  
Index Method ◽  
Pavement Condition ◽  
The Road ◽  
Pavement Condition Index ◽  
The City

Roads are a means of transportation that is often used by Indonesians to travel. Some class II road segments in Lumajang Regency include Tempeh-Sumberjati, Sumberjati-Karangrejo, Karangrejo-Yosowilangun, and Jalan Lintas Timur. The four sections are collector roads outside the city so that large vehicles often pass. Before handling the road, it must first be assessed on the condition of the pavement. The road surface condition assessment system uses the PCI method and the IRI method. The purpose of this study was to determine the condition of road damage and handling damage to the road so that the maintenance category was obtained. The IRI method is obtained from the Bina Marga Lumajang PU, while the PCI method is done visually. The average results of the four PCI methods are 76.54 with very good conditions and the IRI method is obtained 3.94 with good conditions so that both of these methods produce the same conclusions Maintenance for the PCI method and the IRI method uses routine maintenance, seen from both values. Jalan merupakan sarana transportasi yang sering digunakan bagi warga Indonesia untuk berpergian. Beberapa ruas jalan kelas II di Kabupaten Lumajang antara lain Tempeh-Sumberjati, Sumberjati-Karangrejo, Karangrejo-Yosowilangun dan Jalan Lintas Timur. Keempat ruas tersebut merupakan jalan kolektor luar kota, sehingga sering dilewati kendaraan bermuataan besar. Sebelum dilakukan penanganan jalan, terlebih dahulu harus dilakukan penilaian kondisi perkerasan jalan. Sistem penilaian kondisi permukaan jalan menggunakan metode PCI dan metode IRI. Tujuan dari penelitian ini untuk mengetahui kondisi kerusakan jalan dan penanganan kerusakan jalan, sehingga didapatkan kategori pemeliharaan. Untuk metode IRI didapatkan dari PU Bina Marga Lumajang, sedangkan metode PCI dilakukan secara visual. Hasil rata-rata keempat ruas metode PCI sebesar 76,54 dengan kondisi sangat baik dan metode IRI didapatkan 3,94 dengan kondisi baik, sehingga kedua metode ini menghasilkan kesimpulan yang sama Pemeliharaan untuk metode PCI dan metode IRI menggunakan pemeliharaan rutin, dilihat dari kedua nilai.

VALIDITY OF GARBER MODEL IN PREDICTING PAVEMENT CONDITION INDEX OF FLEXIBLE PAVEMENT IN KERBALA CITY

2018 ◽  
Vol 09 (02) ◽  
pp. 139-151
Author(s):  
Hussein Ewadh ◽  
◽  
Raid Almuhanna ◽  
Saja Alasadi ◽  
◽  
...  
Keyword(s):  
Condition Index ◽  
Flexible Pavement ◽  
Pavement Condition ◽  
Pavement Condition Index

scholarly journals An Investigation of Geography and Climate Induced Distresses Patterns on Airfield Pavements at US Air Force Installations

2017 ◽  
Vol 2017 ◽  
pp. 1-10 ◽  
Author(s):  
Lauren K. Sahagun ◽  
Moses Karakouzian ◽  
Alexander Paz ◽  
Hanns de la Fuente-Mella
Keyword(s):  
Air Force ◽  
Condition Index ◽  
Portland Cement Concrete ◽  
Climate Zones ◽  
Pavement Condition ◽  
Pavement Distress ◽  
Western Us ◽  
Us Air Force ◽  
Pavement Condition Index ◽  
Predominant Factor

This study investigated climate induced distresses patterns on airfield pavements at US Air Force installations. A literature review and surveys of Pavement Condition Index indicated that the predominant factor contributing to the development of pavement distress was climate. Results suggested that, within each type of pavement distress, a geographic pattern exists which is strongly correlated to conventional US climate zones. The US Air Force Roll-Up Database, housing over 50,000 records of pavement distress data, was distilled using a process designed to combine similar distresses while accounting for age and size of samples. The process reduced the data to a format that could be used to perform krig analysis and to develop pavement behavior models for runways built with asphalt cement (AC) and Portland cement concrete (PCC). Regression and krig analyses were conducted for each distress type to understand distress behavior among climate zones. Combined regression and krig analyses provided insight into the overall pavement behavior for AC and PCC runways and illustrated which climate zone was more susceptible to specific pavement distresses. Distress behavior tends to be more severe in the eastern US for AC and in the western US for PCC runway pavements, respectively.

Sign in / Sign up

Export Citation Format

Share Document