NAROTAMA JURNAL TEKNIK SIPIL最新文献

{"title":"KAJIAN KORELASI DIMENSI DAN STANDAR KENYAMANAN BUS RAPID TRANSIT TRANS SIDOARJO TERHADAP LOAD FACTOR","authors":"Dwi Muryanto","doi":"10.31090/njts.v2i2.666","DOIUrl":"https://doi.org/10.31090/njts.v2i2.666","url":null,"abstract":"Bus Rapid Transit (BRT) Trans Sidoarjo merupakan transportasi massal di Kabupaten Sidoarjo yang menerapkan sistem transportasi bis cepat, murah dan ber-AC. Trans Sidoarjo merupakan salah satu bagian dari program penerapan Bus Rapid Transit di Indonesia yang resmi beroperasi pada tanggal 21 September 2015. Dalam pelaksanaan operasionalnya, kinerja pelayanan BRT Trans Sidoarjo kondisi eksisting kurang baik. Salah satu diantaranya nilai load factor tertinggi rata-rata 25% kurang dari standar Indikator Pelayanan Angkutan Umum yang telah ditetapkan Dirjend. Perhubungan Darat sebesar 70% sehingga perlu dilakukan evaluasi terhadap penyebab rendahnya nilai load factor. Penelitian ini bertujuan untuk mengevaluasi dimensi BRT Trans Sidoarjo terhadap nilai load factor sehingga diketahui penyebab rendahnya nilai load factor terhadap efektifitas kinerja BRT. Metode penelitian ini menggunakan deskriptif  kualitatif  dan  kuantitatif. Teknik pengumpulan data dilakukan melalui studi literatur untuk data sekunder dan observasi armada BRT untuk data primer. Hasil penelitian ini didapatkan luas netto penumpang duduk sebesar 10,915 M2 dan penumpang berdiri sebesar 9,06 M2, tingkat kenyamanan penumpang duduk sebesar 0,3638 M2 dan penumpang berdiri sebesar 0,1812 M2. Hal ini menunjukkan bahwa kapasitas penumpang dan dimensi kendaraan kurang ideal dengan load factor.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-11-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122051997","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"STUDI KASUS KETERLAMBATAN PROYEK KONSTRUKSI DI PROVINSI JAWA TIMUR BERDASARKAN KONTRAK KERJA","authors":"Lilian Arlista Ayu","doi":"10.31090/njts.v2i2.698","DOIUrl":"https://doi.org/10.31090/njts.v2i2.698","url":null,"abstract":"The development of increasing infrastructure development gave birth to the rapid development of service companies engaged in construction. Delay is one of the obstacles to development because the completion time does not match the one specified in the employment contract document. \u0000The delay in the construction project means the increase in the timing of the completion of the planned project and is contained in the contract documents agreed by both parties, namely the first and second parties. This study is to look for factors that affect the delays of construction projects, identify the role of legislation, and identify contracts. \u0000This research method is qualitative that is by observation and interview with resource person from Dinas Pekerjaan Umum Dan Tata Ruang that is PPK and staff. Also speakers from private contractors are supervisors, structural estimators, and some staff. \u0000On the scope of Government projects, the three dominant factors that affect the construction project's delays are weather, labor, and design. On the scope of Private projects, the three dominant factors that affect construction project delays are weather, material, and finance. The laws governing the delay are Law No.2 / 2017 article 54 paragraph (1) and (2), Perpres No.54 / 2010 Jo Perpres No.35 / 2011 Jo Perpres No.70 / 2012 and LKPP No.14 / 2012. The clause on the delay in the government work contract is in the SSUK, namely the critical contract, the term SSKK, and the bank's guarantee. Clauses on Private contracts namely the breach of wanprestasi and sanctions, and bank guarantees.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-11-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133548556","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISIS POLA RENCANA ANGGARAN BIAYA (RAB) PADA PROYEK PEMBANGUNAN PERGUDANGAN BERDASARKAN HSPK KOTA MOJOKERTO","authors":"Andre Riantama, K. Koespiadi","doi":"10.31090/njts.v2i2.704","DOIUrl":"https://doi.org/10.31090/njts.v2i2.704","url":null,"abstract":"The develop industrial sector, the government and private companies don’t stop to build fulfillment facilities and infrastructure for the people’s lives, among these facilities is the warehouse building, which is the one of the needed society as a job, The role of experienced construction experts is needed to support the development process, especially against the Bill of Quantity. Bill of Quantity put the standard cost of basic unit activity (HSPK) in Mojokerto city for five (5) years back from 2013 to 2017, the intention is for comparison to predict changes in the coming year. The purpose of this paper to produce a pattern of alteration stell building prices based on HSPK Mojokerto city, and get what the factors are the most dominant cause changes in the price of the building. This research method using linear regression analysis were prepared from the Bill of Quantity on warehouse building, according to HSPK of Mojokerto city from 2013 to 2017. From processing the data that has been collected, it has obtained a regression equation trend of building cost /m2 is Y=1.499.963,89+120.780,56*X. The most dominant factor causing price changes buliding is the Portland Cement (PC), Red brick and Wood 5/7, 4/6 for formwork.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"120 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-11-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116360497","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISIS KETERTARIKAN PENGGUNA MOBIL PRIBADI TERHADAP RENCANA OPERASIONAL TREM DI SURABAYA (Studi Kasus Pada Koridor Utara-Selatan Kota Surabaya)","authors":"Cecep Hidayat., Adhi Muhtadi","doi":"10.31090/njts.v2i2.706","DOIUrl":"https://doi.org/10.31090/njts.v2i2.706","url":null,"abstract":"Tujuan penelitian ini adalah untuk mengetahui seberapa besar potensi masyarakat di Kota Surabaya yang tertarik dan beralih menggunakan Angkutan Masal Cepat (AMC) Trem. Lokasi yang akan saya pakai untuk bahan penelitian adalah mengambil daerah di sepanjang kawasan rencana rute tram pada koridor utara – selatan. Banyak ruas jalan di Surabaya terlihat sangat padat, sehingga terjadi derajat kejenuhan yang tinggi pada ruas – ruas jalan utama Kota Surabaya. Hal ini pula terjadi karena faktor masyarakat yang tidak begitu berminat menggunakan angkutan umum yang dinilai kurang memenuhi kelayakan penumpangnya, maka direncanakanya operasional trem di masa yang akan datang ini untuk memberikan solusi mengatasi kemacetan di Kota Surabaya. Sehingga disusunlah penelitian ini untuk membahas variabel – variabel apa sajakah yang berpotensi untuk meningkatkan ketertarikan masyarakat agar berupaya dan bersedia beralih menggunakan Angkutan Masal Cepat (AMC) Trem. Hasil penelitian ini menunjukan bahwa hubungan variabel – variabel untuk meningkatkan ketertarikan pengguna mobil pribadi terbilang lemah yaitu 15, 4% terlihat dari uji R2, berdasarka uji simultan secara keseluruhan semua variabel independen berpengaruh terhadap variabel dependen yaitu ketertarikan pengguna mobil pribadi beralih menaiki Trem dengan nilai F tabel F hitung > F tabel yaitu 2,828 > 2,34 yang artinya nilai F hitung lebih besar dari pada F tabel.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"304 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-11-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124337384","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENENTUAN JENIS KERUSAKAN JALAN DENGAN METODE VISUAL DAN IRI (STUDI KASUS:JALAN RAYA TROSOBO KM 22 – 36, KECAMATAN TAMAN)","authors":"Andi Febriana, Ronny Durrotun Nasihien","doi":"10.31090/njts.v2i2.705","DOIUrl":"https://doi.org/10.31090/njts.v2i2.705","url":null,"abstract":"The availability of actual information on road damage is needed to determine the condition of a road either to monitor road conditions or to improve planning. Information that has been there will be compiled into an information system. Road damage information system created using Geographic Information System (GIS). This modeling using the Google Earth satellite imagery software, the utilization of Microsoft Office 2007, Google Map to describe and process data obtained directly from the survey of the coordinates of the road segment to be constructed as a Information systems. GIS modeling can display road information that informs the road damage condition. It is expected that with the final project of Road Damage Modeling, Based on Geographic Information System (GIS) at Balai Besar Pelaksanaan Jalan nasional VIII, this can assist / facilitate clarification, type and category of road damage.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-11-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131334889","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KARAKTERISTIK KOMODITAS BATU KERIKIL DAN PASIR HITAM UNTUK BAHAN BANGUNAN DI KABUPATEN SUMENEP","authors":"Subaidillah Fansuri, A. Diana","doi":"10.30957/QUATEKNIKA.V8I2.499","DOIUrl":"https://doi.org/10.30957/QUATEKNIKA.V8I2.499","url":null,"abstract":"Pertumbuhan jumlah penduduk Indonesia yang semakin bertambah, berbanding lurus dengan pertambahan kebutuhan penduduk terhadap sandang, pangan dan papan. Seiring dengan bertambahnya jumlah penduduk maka semakin meningkat jumlah kebutuhan masyarakat dalam meningkatkan taraf hidup yang layak misalnya pembangunan infrastruktur jalan, bangunan gedung dsb. Pembangunan infrastruktur pasti membutuhkan material yang bermacam-macam seperti bahan campuran beton, membutuhkan pasir, kerikil, semen dan air. Karakteristik sifat beton memiliki kuat tekan tinggi namun lemah dalam kuat tarik maka dari itu dalam proses pembuatan beton dibutuhkan bahan yang bermutu untuk menjaga kualitas beton. \u0000Data yang dibutuhkan dalam penelitian ini adalah data primer. Teknik yang digunakan untuk mengumpulkan data dalam penelitian ini adalah metode eksperimental. Dalam hal ini peneliti melakukan uji laboratorium  yaitu percobaan kadar air pasir; percobaan berat jenis pasir; percobaan berat voleme pasir; test kebersihan pasir terhadap lumpur (endapan); test kebersihan pasir terhadap lumpur (pencucian); percobaan kadar air batu pecah; percobaan berat jenis batu pecah; percobaan berat voleme batu pecah; test kebersihan batu pecah terhadap lumpur (pencucian); Test Keausan Agregat Kasar. Teknik analisis data akan dilakukan dengan langkah-langkah berikut : 1) Survey lokasi; 2) Pengambilan sampel; 3) Uji laboratorium. \u0000Hasil percobaan kadar air agregat kasar untuk Desa Batuan 5,02%; Desa Batu Putih 1,83%; Desa Dasuk 2,08%; Desa Rubaru 1,93%; Desa Lenteng 2,04%. Hasil percobaan berat jenis kering agregat kasar untuk Desa Batuan 2,42 gr; Desa Batu Putih 2,39 gr; Desa Dasuk 2,45 gr; Desa Rubaru 2,53 gr; Desa Lenteng 2,32 gr. Hasil percobaan berat volume agregat kasar untuk Desa Batuan 1814,5 Kg/m3; Desa Batu Putih 2230,5 Kg/m3; Desa Dasuk 1977,5 Kg/m3; Desa Rubaru 2075,5 Kg/m3; Desa Lenteng 1852,5 Kg/m3. Hasil percobaan kebersihan agregat terhadap kadar lumpur agregat kasar untuk Desa Batuan 1 %; Desa Batu Putih 0,5 % ; Desa Dasuk 0,5 %; Desa Rubaru 0,5 %; Desa Lenteng 0,7 %. Hasil percobaan keausan agregat kasar untuk Desa Batuan 19,8 %; Desa Batu Putih 29,6 % ; Desa Dasuk 26,2 %; Desa Rubaru 24,8 %; Desa Lenteng 25,6 %. \u0000Hasil percobaan kadar air agregat halus untuk pasir pasuruan 14,15%; dan pasir pasirian 8,93%. Hasil percobaan berat jenis kering agregat halus untuk pasir pasuruan 2,27gr ; dan pasir pasirian 2,8 gr. Hasil percobaan berat volume agregat halus untuk pasir pasuruan 1459,3Kg/m3 ; dan pasir pasirian 1749,3 Kg/m3. Hasil percobaan kadar lumpur (pengendapan) agregat halus untuk pasir pasuruan 5,26 %; dan pasir pasirian 9 %. Hasil percobaan kadar lumpur (pencucian) agregat halus untuk pasir pasuruan 6,26 %; dan pasir pasirian 7,9 %.","PeriodicalId":347209,"journal":{"name":"NAROTAMA JURNAL TEKNIK SIPIL","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129567881","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}