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Evaluasi Kinerja Gedung Parkir Sepeda Motor Kampus A Universitas Negeri Jakarta Nugroho, Oki Prasetyo; Chrisnawati, yusfita; Lenggogeni, Lenggogeni
Jurnal Pensil : Pendidikan Teknik Sipil Vol 4 No 2 (2015): Jurnal Pensil : Pendidikan Teknik Sipil
Publisher : LPPM Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (20.121 KB) | DOI: 10.21009/jpensil.v4i2.9875

Abstract

The purpose of the implementation of this study is to provide an evaluation of motorcycle parking building’s performance located on the campus A State University of Jakarta which is locatedon Rawamangun Muka Street, East Jakarta 13220 in order to be considered to fulfill the demand and development of services based on Governor’s Decision of DKI Jakarta, number 42 year 1999 and the Guidelines for Planning and Operation o fparking facilities published bythe Directorate General of Land Transportation DKIJakarta.This research is using a descriptive quantitative and descriptive qualitative survey approach. Like cordoncounts survey, number plate matching survey, direct survey and interviews to knows the parking volume, parking accumulation, parking turnover, parking index, parking facilities and parking management. The population inthis study are all motorcycles that park in the motorcycle parking building on campus A State University of Jakarta. The sample in this study using incidental sampling technique.Based on the researchthat has been done, motorcycle parking building on campus A Jakarta State University just comply 63.6% of the requirements that must be fulfilled, that parking building is also not able to fulfill the parking demand andhas not been used optimally because 5th floor is not used at all. From the interviews, the constraints that faced by managers for handling the motorcycle parking building comes from the pakring user who always against the rules
Risiko Proyek Konstruksi pada Tahap Pelaksanaan Pembangunan Jalan Tol (Studi Kasus: Proyek Pembangunan Jalan Tol Solo – Jogja) Susilowati, Fajar; Tyagita, Farah Claudias Nike; Miftahul Jannah, Ria; Chrisnawati, Yusfita
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 29, Nomor 1 (2023)
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v29i1.48840

Abstract

Proyek Pembangunan Jalan Tol Solo – Jogja merupakan proyek berskala besar dengan potensi risiko yang besar terutama pada tahap pelaksanaan proyek. Penelitian ini bertujuan untuk menemukan risiko, memperoleh tingkat risiko dengan melakukan penilaian risiko, dan merekomendasikan tindakan pengendalian terhadap risiko yang mungkin terjadi. Metode penelitian yang digunakan dalam penelitian ini dimulai dari identifikasi risiko, penilaian risiko,dan pengendalian risiko. Sampel yang digunakan dalam penelitian ini adalah 30 responden yang mengisi kuesioner berdasarkan kriteria risiko yang terjadi pada tahap pelaksanaan proyek berdasarkan studi literatur. Analisis data dilakukan dengan melakukan penilaian risiko berdasarkan identifikasi tingkat kemungkinan dan dampak untuk menentukan tindakan pengendalian sesuai hirarki pengendalian risiko ada. Dalam penelitian ini teridentifikasi enam kelompok risiko selama tahap pelaksanaan Proyek Pembangunan Jalan Tol Solo - Jogja, antara lain risiko proyek, risiko teknis, risiko alam, risiko manusia, risiko kesehatan dan keselamatan kerja, dan risiko keuangan. Hasil analisis menjelaskan bahwa proyek tersebut memiliki range resiko dari tingkat rendah sampai tinggi. Risiko yang termasuk dalam kategori tinggi adalah risiko kerusakan jalan di sekitar proyek akibat dilalui alat berat, seperti dump truck, pengangkut material proyek, dan truk mixer. Risiko tersebut dapat diminimalkan dengan pembuatan akses jalan proyek yang aman, sehingga kegiatan proyek tidak mengakibatkan kerusakan lebih lanjut pada jalan.
PEMANFAATAN LIMBAH SERBUK MARMER DAERAH TRENGGALEK SEBAGAI BAHAN TAMBAH PADA PEMBUATAN PAVING BLOCK Erick Eka Perkasa; Bachtiar, Gina; Chrisnawati, Yusfita
Jurnal Pendidikan Teknik dan Vokasional Vol. 3 No. 2 (2020): Jurnal Pendidikan Teknik dan Vokasional
Publisher : LPPM, Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (284.773 KB) | DOI: 10.21009/JPTV.3.2.149

Abstract

This research aimed to find out the maximum compressive strength of paving block with marble waste powder as additive based on SNI 03-0691-1996 for concrete brick class I as wall pair including outside view, physical requirement (compressive strength and water absorption). This research using experimental method to test the object that use 0%, 5%, 10%,15% and 20% of marble waste powder. The object size was 21 cm x 10,5 cm x 8 cm, with total sample was 100 paving block. Each percentage (5 samples for physical test,10 for mechanical test and 5 as reserve ). The testing performed when paving block 28 days old. The research results show to raise the value strong press paving block by the addition of waste the marble to 10 %.Strong press maximum objects test is at the percentage the addition of waste the marble 10 % with strong press of 26,97 mpa. To absorption capacity water look a decrease in with increase in the percentage the addition of waste the marble to 10 % .Power drain employ water maximum objects test is at the percentage the addition of waste the marble 10 % with absorption capacity of water amounting to 5 %. Keywords: waste marble powder, compressive strength, water absorbtion, paving block, admixture