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Muhamad Bagus Santri Aji
Universitas Jayabaya
Civil Engineering, Building, Construction & Architecture Engineering Transportation

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EVALUASI PERHITUNGAN METODE PAVEMENT CONDITION INDEX (PCI) STUDI KASUS JALAN RAYA LETNAN SUKARNA KECAMATAN CIAMPEA KABUPATEN BOGOR Muhamad Bagus Santri Aji; Muhammad Nafhan Isfahani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 21 No. 2 (2022): EDISI BULAN NOVEMBER 2022
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v21i2.120

Abstract

Ciampea sub-district is one of the sub-districts with a fairly large population density in the Bogor Regency area, and again every year the population in this district always increases. An increase in population will of course also have an impact on an increase in traffic volume, with an increase in traffic volume which will certainly affect the strength and lifespan of the sidewalk structure. Handling is important, considering the road that has been built, if without proper maintenance and repair it will cause fatal damage, thus requiring pavement reconstruction. From the survey results of arterial roads in Cibungbulang district, the following conditions were obtained: Road conditions Sta 0+000 – Sta 0+100 Good with a PCI value of 61.5, Sta 0+100 – Sta 0+200 are Fair with a PCI value of 45.2 , condition sta 0+200 - Sta 0+ 300 is good with a PCI value of 60, condition Sta 0+3 00 - Sta 0+400 is Fair with a PCI value of 51, Sta 0+400 - Sta 0+500 is Fair with a PCI value of 42 , Sta 0+500 - Sta 0+ 600 very good with a PCI value of 90, Sta condition 0+600 - Sta 0+700 is Fair with a PCI value of 52, Condition sta 0+700 - Sta 0+800 is Fair with a PCI value of 46.2 , Sta 0+800 - Sta 0+900 Very good with a PCI value of 78.1, Sta 0+900 - Sta 1+0 00 good with a PCI value of 64, Sta 1+1 condition 00 - Sta 1 +200 very good with a PCI value of 95.5, condition of Sta 1+200 - Sta 1+300 is very good with a PCI value of 86. Based on processed data obtained at Sta 0+000 - Sta 0+500 rehabilitation is carried out, Sta 0+500 - Sta 0+600 is carried out Routine Maintenance, Sta 0 +600 - Station 0+800 done n Rehabilitation, Sta 0+800 - Sta 0+900 is carried out Periodic Maintenance, Sta 0+900 – Sta 1+1 00 Rehabilitation is carried out, Sta 1+100 – Sta 1+300 is carried out Routine Maintenance.
EVALUASI PERHITUNGAN METODE PAVEMENT CONDITION INDEX (PCI) STUDI KASUS JALAN RAYA LETNAN SUKARNA KECAMATAN CIAMPEA KABUPATEN BOGOR Muhamad Bagus Santri Aji; Muhammad Nafhan Isfahani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 22 No. 1 (2023): EDISI BULAN MEI 2023
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v22i1.136

Abstract

Kecamatan Ciampea merupakan salah satu kecamatan dengan kepadatan penduduk yang cukup besar di wilayah Kabupaten Bogor, dan lagi-lagi setiap tahun jumlah penduduk di kabupaten ini selalu meningkat. Peningkatan jumlah penduduk tentunya juga akan berdampak pada peningkatan volume lalu lintas, dengan meningkatnya volume lalu lintas tentunya akan mempengaruhi kekuatan dan umur struktur trotoar. Penanganan menjadi penting, mengingat jalan yang telah dibangun, jika tanpa perawatan dan perbaikan yang tepat akan menimbulkan kerusakan fatal, sehingga membutuhkan rekonstruksi perkerasan. Dari hasil survei jalan arteri di kabupaten Cibungbulang, diperoleh kondisi sebagai berikut: kondisi Jalan Sta 0+000 – Sta 0+100 Baik dengan nilai PCI 61,5, Sta 0+100 – Sta 0+200 adalah Wajar dengan nilai PCI 45,2, kondisi sta 0+200 - Sta 0+ 300 baik dengan nilai PCI 60, kondisi Sta 0+3 00 - Sta 0+400 adalah Adil dengan nilai PCI 51, Sta 0+400 - Sta 0+500 adalah Adil dengan nilai PCI 42, Sta 0+500 - Sta 0+ 600 sangat baik dengan nilai PCI 90, Sta kondisi 0+600 - Sta 0+700 adalah Adil dengan nilai PCI 52, Kondisi sta 0+700 - Sta 0+800 adalah Adil dengan nilai PCI 46.2, Sta 0+800 - Sta 0+900 Sangat Baik dengan nilai PCI 78.1, Sta 0+900 - Sta 1+0 00 baik dengan nilai PCI 64, Sta 1+1kondisi 00 - Sta 1 +200 sangat baik dengan nilai PCI 95.5, kondisi Sta 1+200 - Sta 1+300 sangat baik dengan nilai PCI 86, Berdasarkan data olahan yang diperoleh pada Sta 0+000 - Sta 0+500 rehabilitasi dilakukan, Sta 0+500 - Sta 0+600 dilakukan Pemeliharaan Rutin, Sta 0+600 - Sta 0+800 dilakukan Rehabilitasi, Sta 0+800 - Sta 0+900 dilakukan Pemeliharaan Berkala, Sta 0+900 – Sta 1+1 00 Rehabilitasi dilakukan, Sta 1+100 – Sta 1+300 dilakukan Perawatan Rutin.
Co-Authors Muhammad Nafhan Isfahani