Jurnal TeKLA最新文献

ANALISA PENGARUH PENAMBAHAN KARET REMAH SIR20 SEBAGAI BAHAN PENAMBAH ASPAL PADA CAMPURAN ASPHALT CONCRETE BINDER COURSE (AC-BC)

Jurnal TeKLA Pub Date : 2023-08-20 DOI: 10.35314/tekla.v5i1.3380

S. Alwiah

{"title":"ANALISA PENGARUH PENAMBAHAN KARET REMAH SIR20 SEBAGAI BAHAN PENAMBAH ASPAL PADA CAMPURAN ASPHALT CONCRETE BINDER COURSE (AC-BC)","authors":"S. Alwiah","doi":"10.35314/tekla.v5i1.3380","DOIUrl":"https://doi.org/10.35314/tekla.v5i1.3380","url":null,"abstract":"Banyak jalan di Indonesia rusak dan retak akibat perubahan bentuk yang disebabkan oleh tekanan beban kendaraan melebihi kapasitas jalan. Oleh karena itu, perlu dilakukan perubahan untuk mengatasi kekurangan campuran aspal dengan menggunakan karet alam dalam bentuk SIR20 Crumb Rubber untuk mengisi kekurangan campuran aspal. Penelitian ini bertujuan untuk menentukan efek penambahan SIR20 Crumb Rubber sebagai aditif aspal dalam campuran AC-BC. Penelitian ini dilakukan menggunakan Spesifikasi Bina Marga 2018 dengan menggunakan metode Uji Marshall. Dengan menggunakan persentase campuran SIR20 Crumb Rubber sebagai aditif aspal dengan variasi 0%, 2,5%, 5%, 7,5%, 10%, dan 12,5%.Berdasarkan hasil penelitian, diperoleh bahwa nilai Aliran (Flow), VMA, dan VIM bervariasi pada 7,5%, 10%, dan 12,5% tidak memenuhi persyaratan spesifikasi. Pada nilai Stabilitas terdapat peningkatan pada variasi 0% hingga 5% dari 1209,60-1309,44 Kg, sedangkan pada variasi 7,5% hingga 12,5% terdapat penurunan dari 1196,16-938,88 Kg. Pada nilai Aliran, terdapat peningkatan pada variasi 0% hingga 2,5% dari 2,73-2,26 mm, sedangkan pada variasi 5% hingga 12,5% terdapat penurunan dari 2,03-1,65 mm. Pada nilai MQ, VMA, dan VIM, terdapat peningkatan pada variasi 0% hingga 5% dari nilai MQ 442,54-646,11 Kg/mm, VMA 15,39-15,51%, VIM 3,62-3,75%, sedangkan pada variasi 7,5% hingga 12,5% terdapat penurunan dari nilai MQ 625,17-567,87 Kg/mm, VMA 13,88-13,47%, VIM 1,89-1,42%. Pada nilai VFA terdapat peningkatan pada variasi 0% hingga 12,5% dari 76,51-89,45%. Jadi, penggunaan SIR20 Crumb Rubber hanya dapat digunakan dengan campuran maksimal 5%, karena hasil dari setiap nilai karakteristik Marshall telah memenuhi standar Spesifikasi Bina Marga 2018","PeriodicalId":335049,"journal":{"name":"Jurnal TeKLA","volume":"2008 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127319490","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}

引用次数: 0

EVALUASI KINERJA RUAS JALAN KAWASAN TAMAN BUKIT GELANGGANG KOTA DUMAI MENGGUNAKAN APLIKASI VISSIM 使用VISSIM应用程序对DUMAI市果岭公园街道绩效评估

Jurnal TeKLA Pub Date : 2023-08-15 DOI: 10.35314/tekla.v5i1.3378

Guruh Sawita Gara, Muhammad Idham

引用次数: 0

PENGARUH PEMANFAATAN LIMBAH ABU FIBER KELAPA SAWIT TERHADAP KUAT TEKAN BETON MUTU K-125 使用棕榈油尾灰的有效利用对K-125质量混凝土的影响

Jurnal TeKLA Pub Date : 2023-08-15 DOI: 10.35314/tekla.v5i1.3070

Roza Mildawati

{"title":"PENGARUH PEMANFAATAN LIMBAH ABU FIBER KELAPA SAWIT TERHADAP KUAT TEKAN BETON MUTU K-125","authors":"Roza Mildawati","doi":"10.35314/tekla.v5i1.3070","DOIUrl":"https://doi.org/10.35314/tekla.v5i1.3070","url":null,"abstract":"Sering dijumpai material utama dalam pembuatan suatu konstruksi seperti dalam pembangunan jalan, jembatan, gedung dan dinding penahan tanah adalah beton. Semen merupakan salah satu bahan penyusun beton, dimana kandungan oksida pada semen terdiri dari kapur (CaO) 60%-70%, silika (SiO2) 17%-25%, yang mana kandungan tersebut juga terdapat pada abu fiber kelapa sawit yang terdiri dari Silika (SiO2) sebesar 38,2%, kapur (CaO) 12% yang diketahui dari pengujian di UPT. Laboratorium Universitas Diponegoro. Fiber kelapa sawit merupakan limbah yang dihasilkan dari pengolahan pemerasan buah sawit pada proses kempa (press), fiber kelapa sawit biasanya dibuang begitu saja. Penelitian ini bertujuan untuk mengetahui pengaruh penambahan fiber kelapa sawit terhadap kuat tekan beton.Abu fiber kelapa sawit digunakan sebagai pengganti sebagian semen, dengan komposisi campuran 15% dan 20% abu fiber kelapa sawit. Penelitian ini menggunakan SNI 03-2834-2000 untuk mix design beton. Benda uji berupa silinder denga diameter 15 cm dan tinggi 30 cm, benda uji dirawat pada umur 7 hari, 14 hari dan 28 hari.Kuat tekan rata-rata beton tanpa penambahan abu fiber kelapa sawit umur 28 hari adalah 130,566 kg/cm2 . Penambahan abu fiber kelapa sawit dengan persentase 15% dapat meningkatkan kuat tekan beton dari mutu rencana K-125 dengan nilai kuat tekan beton 188,719 kg/cm2 , sedangkan pada persentase 20% penambahan abu fiber kelapa sawit nilai kuat tekan beton menurun dibandingkan dengan persentase 15% tetapi masih mencapai mutu rencana K-125 dengan nilai kuat tekan beton 125,510 kg/cm2 . Dapat disimpulkan bahwa abu fiber kelapa sawit dapat dimanfaatkan pada campuran beton mutu K-125.","PeriodicalId":335049,"journal":{"name":"Jurnal TeKLA","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-08-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116759382","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}

引用次数: 0

PENGGUNAAN APLIKASI PTV VISSUM PADA EVALUASI KINERJA JALAN KAWASAN TAMAN BUKIT GELANGANG PTV VISSUM应用于竞技场山公园绩效评估

Jurnal TeKLA Pub Date : 2023-07-31 DOI: 10.35314/tekla.v5i1.3386

Risno Nainggolan

引用次数: 0

EVALUASI TERHADAP IMPLEMENTASI JOB SAFETY ANALYSIS (JSA) DENGAN JOB SAFETY OBSERVATION (JSO)

Jurnal TeKLA Pub Date : 2023-07-31 DOI: 10.35314/tekla.v5i1.3409

Satria jaya Eka Putra, Armada Armada

引用次数: 0

Quantity Take Off pada Perencanaan Gedung Apartemen Menggunakan BIM Revit Quantity使用BIM改装计划公寓大楼

Jurnal TeKLA Pub Date : 2023-07-31 DOI: 10.35314/tekla.v5i1.3422

Seplika Yadi, Effendi Yusuf, Bagus Soebandono

引用次数: 0

Perencanaan Tebal Perkerasan Kaku Dengan Menggunakan PDT 14 2003 (Studi Kasus : Pos Retribusi Terminal Angkutan Barang) 使用2003年PDT 14进行严格的周密规划(案例研究:货物货物收费站)

Jurnal TeKLA Pub Date : 2023-01-04 DOI: 10.35314/tekla.v4i2.2627

M. Arif

引用次数: 0

EVALUASI KINERJA RUTE KENDARAAN ANGKUTAN BARANG KOTA DUMAI DAN PEMODELAN MENGGUNAKAN APLIKASI PTV VISUM 22 使用PTV VISUM 22建模

Jurnal TeKLA Pub Date : 2023-01-04 DOI: 10.35314/tekla.v4i2.2628

Siti Yuni

{"title":"EVALUASI KINERJA RUTE KENDARAAN ANGKUTAN BARANG KOTA DUMAI DAN PEMODELAN MENGGUNAKAN APLIKASI PTV VISUM 22","authors":"Siti Yuni","doi":"10.35314/tekla.v4i2.2628","DOIUrl":"https://doi.org/10.35314/tekla.v4i2.2628","url":null,"abstract":"Dumai City is a developing area, especially in the industrial sector. This is evidenced by the large number of large industries in Dumai City. The existence of this industry means that there are goods transportation that operates and of course it also affects the condition of the road pavement. Currently, the arrangement is managed by the Dumai City Transportation Service. The current route (the Existing Route) is the Provincial and National Road Routes. It is known that this route is a priority road where this road is the only road that connects the vehicle to a destination such as a factory or PT in Dumai City. So that in this condition causes an increase in the volume of the route traversed. From the problems that occur, it is necessary to evaluate the performance of the freight vehicle route to find out whether the route is still feasible to accommodate the vehicles being passed. The method that can be used to analyze the performance of the freight transport route is the Indonesian net capacity guideline (PKJI) 2014. With the development of technology, it can make it easier to provide a visual description or simulation of the condition of the route being evaluated, the software used as a tool in modeling namely PTV Visum 22. From the performance evaluation of the route of the freight vehicle using the 2014 PKJI method, the route of the freight vehicle is still able to accommodate the volume of passing vehicles. However, on Jalan Soekarno Hatta (Rawa Panjang) there is almost a traffic jam where the service level is D, which is approaching an unstable flow where almost all drivers will be restricted (disturbed). The volume of service is related to the capacity that can be tolerated, and it is recommended to do road widening and the results of modeling using the PTV Visum 22 application show that the highest loading of freight vehicles occurs on Jl. Soekarno Hatta (Rawa Panjang) which connects zone 1 to zone 2 is 246 movements. ","PeriodicalId":335049,"journal":{"name":"Jurnal TeKLA","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129152264","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}

引用次数: 0

Korelasi CBR Kondisi Soaked Dan Unsoaked Agregat Lapisan Pondasi Bawah (LPB) Pada Timbunan Jalan (Studi Kasus: Agregat LPB Jalan di Pulau Bengkalis) CBR条件下的Soaked和非Soaked骨料对路面(LPB)的影响(案例研究:孟加拉岛上的LPB路骨料)

Jurnal TeKLA Pub Date : 2023-01-04 DOI: 10.35314/tekla.v4i2.3001

Junaidi Sipil

{"title":"Korelasi CBR Kondisi Soaked Dan Unsoaked Agregat Lapisan Pondasi Bawah (LPB) Pada Timbunan Jalan (Studi Kasus: Agregat LPB Jalan di Pulau Bengkalis)","authors":"Junaidi Sipil","doi":"10.35314/tekla.v4i2.3001","DOIUrl":"https://doi.org/10.35314/tekla.v4i2.3001","url":null,"abstract":"By origin, the surface soil on Bengkalis Island is a type of sedimentary soil in which the subgrade has a relatively low carrying capacity and also has a low surface elevation and is prone to water inundation (flooding). In order to increase the bearing capacity and increase the elevation of the road surface, the road construction is filled with aggregate in the sub-base layer (LPB) of the road. All road LPB aggregates used on Bengkalis Island are imported from outside and spread over several quarries. Before the road LPB aggregate is used as a road construction fill material, the LPB aggregate is first tested for CBR carrying capacity under soaked sample conditions. While in the field, to check the quality of the CBR carrying capacity, testing was carried out under unsoaked sample conditions. In this study, uses road LPB aggregates from 3 (three) different quarries. A series of tests were carried out in accordance with SNI, to determine the aggregate property values and determine the correlation between the unsoaked CBR bearing capacity and the soaked CBR of the aggregate. The bearing capacity correlations of unsoaked CBR and soaked CBR are obtained with a strong correlation level (R2 > 80%) with different correlation equations between the aggregates of each query.","PeriodicalId":335049,"journal":{"name":"Jurnal TeKLA","volume":"176 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133797113","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}

引用次数: 0

PREDIKSI KERUSAKAN KINERJA STRUKTUR BANGUNAN GEDUNG MENGGUNAKAN JARINGAN SARAF TIRUAN DENGAN METODE PURELIN 用PURELIN方法模拟神经网络预测建筑物结构的性能问题

Jurnal TeKLA Pub Date : 2023-01-04 DOI: 10.35314/tekla.v4i2.2944

Muhammad Gala Garcya, Faisal Ananda, Armada Sukri

引用次数: 0