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All Journal Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Journal of Industrial Engineering & Management Research (JIEMAR)
Rachmat Mudiyono, Rachmat
Unknown Affiliation
Humanities Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Industrial & Manufacturing Engineering Transportation

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Perbandingan Konstruksi Dan Biaya Untuk Struktur Perkerasan Lentur, Kaku Dan Paving Blok Pada Jalan Pantai Utara Flores Mahardika, Vera; Mudiyono, Rachmat; Soedarsono, Soedarsono
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 4 No 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3117

Abstract

Flexible, rigid, and paving block pavements can be used as alternative roads because the soil conditions on the Pantai Utara Flores road are rocky soil with a relatively high CBR so that the most important role in withstand load is subgrade. The purpose of the Comparison of Construction and Costs for Flexible, Rigid, and Paving Block Pavement Structures on Jalan Pantai Utara Flores is to know which one most effective and efficient when viewed from the traffic load  with each  pavement using the Bina Marga method, AASHTO , and Direktorat Jendral Bina Marga. Jalan Pantai Utara Flores is access to Komodo Labuan Bajo airport which is a Class I road, rocky land with a relatively high CBR, rainfall of Labuan Bajo is relatively low, LHR in Labuan Bajo is relatively small, besides Labuan Bajo is a tourist area that should be supported  by road access that has driving comfort so the suitable pavement structure for Jalan Pantai Utara Flores is flexible pavement. Meanwhile, based on the recapitulation of the analysis results, the cost of flexible pavement is Rp. 28,793,604,705,600, the cost of a rigid pavement  is Rp. 34,218,430,585,828 and  the cost of paving block pavement  is Rp. 17,410,645,080,000 so it can be seen that the paving block pavement is most economical, but the paving block pavement structure has a very uncomfortable driving comfort besides that the paving block pavement structure cannot be passed by vehicles at high speed so that the paving block pavement structure is more suitable for controlling speed of vehicles such as roads in crowded urban areas and residential roads.
ANALISIS WAKTU DAN BIAYA DENGAN METODE CRASHING, OVERLAPPING DAN GABUNGAN CRASHING OVERLAPPING: (STUDI KASUS PROYEK PEMBANGUNAN BENDUNGAN BENDO LANJUTAN DI KABUPATEN PONOROGO, PROVINSI JAWA TIMUR) Umar, Muh Alwi; Wibowo , Kartono; Mudiyono, Rachmat
Journal of Industrial Engineering & Management Research Vol. 2 No. 5 (2021): October 2021
Publisher : AGUSPATI Research Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1106.666 KB) | DOI: 10.7777/jiemar.v2i5.190

Abstract

Pelaksanaan Proyek Pembangunan Bendungan Bendo Lanjutan Kab Ponorogo Jawa Timur direncanakan selesai dalam 750 hari kalender, namun pelaksanaan proyek tersebut mengalami keterlambatan, yang dapat berdampak besar terhadap waktu dan biaya pada proyek tersebut. Karena itu diperlukan analisis metode percepatan dengan pengurangan durasi proyek agar dapat mengejar prestasi yang tertinggal. Studi ini bertujuan untuk menganalisis waktu dan biaya proyek jika dilakukan percepatan (crashing) dengan penambahan jam kerja lembur, menganalisis waktu dan biaya proyek jika dilakukan metode tumpang tindih (overlapping), menganalisis waktu dan biaya proyek jika dilakukan metode gabungan antara percepatan (crashing) dan tumpang tindih (overlapping), yang terakhir bertujuan untuk mengkaji waktu dan biaya yang paling optimal dengan menggunakan alternatif crashing, overlapping dan gabungan antara crashing overlapping. Data yang dibutuhkan yaitu data sekunder berupa data time schedule dan laporan mingguan proyek, rencana anggaran biaya proyek, jumlah tenaga kerja setiap item pekerjaan. Analisis dilakukan untuk mengetahui waktu dan biaya akibat percepatan dengan penambahan jam kerja (crashing), overlapping dan gabungan crashing overlapping, selanjutnya dicari perbandingan waktu dan biaya yang optimum dari tiga alternative tersebut. Dari hasil tiga perhitungan dapat disimpulkan bahwa waktu dan biaya akibat percepatan yang optimum adalah metode gabungan crashing dan overlapping dengan penambahan jam kerja (lembur) selama 3 jam serta mengubah relationship dan lag didapat pengurangan biaya sebesar Rp 5.854.374.553 dari total biaya pekerjaan normal yang jumlahnya sebesar Rp 287.227.881.577 menjadi Rp 281.373.507.024 atau turun 2,038 % dari total biaya pekerjaan normal dengan pengurangan durasi pekerjaan waktu selama 271 hari dari waktu normal 750 hari menjadi 479 hari.
Perbandingan Konstruksi Dan Biaya Untuk Struktur Perkerasan Lentur, Kaku Dan Paving Blok Pada Jalan Pantai Utara Flores Mahardika, Vera; Mudiyono, Rachmat; Soedarsono, Soedarsono
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 4 No. 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3117

Abstract

Flexible, rigid, and paving block pavements can be used as alternative roads because the soil conditions on the Pantai Utara Flores road are rocky soil with a relatively high CBR so that the most important role in withstand load is subgrade. The purpose of the Comparison of Construction and Costs for Flexible, Rigid, and Paving Block Pavement Structures on Jalan Pantai Utara Flores is to know which one most effective and efficient when viewed from the traffic load  with each  pavement using the Bina Marga method, AASHTO , and Direktorat Jendral Bina Marga. Jalan Pantai Utara Flores is access to Komodo Labuan Bajo airport which is a Class I road, rocky land with a relatively high CBR, rainfall of Labuan Bajo is relatively low, LHR in Labuan Bajo is relatively small, besides Labuan Bajo is a tourist area that should be supported  by road access that has driving comfort so the suitable pavement structure for Jalan Pantai Utara Flores is flexible pavement. Meanwhile, based on the recapitulation of the analysis results, the cost of flexible pavement is Rp. 28,793,604,705,600, the cost of a rigid pavement  is Rp. 34,218,430,585,828 and  the cost of paving block pavement  is Rp. 17,410,645,080,000 so it can be seen that the paving block pavement is most economical, but the paving block pavement structure has a very uncomfortable driving comfort besides that the paving block pavement structure cannot be passed by vehicles at high speed so that the paving block pavement structure is more suitable for controlling speed of vehicles such as roads in crowded urban areas and residential roads.
Co-Authors Kartono Wibowo Mahardika, Vera Soedarsono Soedarsono Umar, Muh Alwi