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Khotibul Umam
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Journal : Reviews in Civil Engineering

 1 
Evaluasi Geometrik Jalan Ditinjau Dari Aspek Alinyemen Horisontal Terhadap Pelebaran Tikungan Jalan Bangsri - Kelet Decky Rochmanto; Khotibul Umam; Fara Fitriatul Fauziah
Reviews in Civil Engineering Vol 3, No 2 (2019): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v3i2.1456

Abstract

The Bangsri - Kelet highway is a provincial road that has road geometric conditions (horizontal alignments and vertical alignments) which can endanger the safety of road users. Then the Bangsri-Kelet highway evaluation and study is needed to get a horizontal alignment and vertical alignment in accordance with Bina Marga standards. Using the observation survey method, using road geometric data and primary and secondary data The results of the analysis show that the Bangsri-Kelet road is included in the Collector's function with class II B. There are 7 horizontal alignments included in the Bina Marga standard and included in the SCS bend type ( Spiral-Circle-Spiral). With PPV in the form of 105 pieces consisting of 52 concave arch PPV and 53 convex curved PPV.
KEPADATAN URUGAN TANAH PADA PEKERJAAN PENATAAN LINGKUNGAN RUMAH NELAYAN KEDUNGMALANG KAB. JEPARA MENGGUNAKAN PENDEKATAN STANDART PROCTOR & SANDCONE yayan adi saputro; Khotibul Umam; Dhian Marhaendri Kakantini
Reviews in Civil Engineering Vol 3, No 2 (2019): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v3i2.1648

Abstract

Pekerjaan penataan lingkungan rumah nelayan kedungmalang kab. Jepara merupakan kegiatan oleh DPUPR Kabupaten Jepara Tahun 2018. Pada kegiatan ini harus menghasilkan pekerjaan sesuai dengan spesifikasi teknis yang telah ditentukan. Lokasi pekerjaan dilaksanakan di kecamatan Kedung kabupaten Jepara. Ada beberapa hal yang perlu diperhatikan dalam melaksanakan kegiatan urugan tanah, mulai dari tanah yang dipakai, metode pemadatan dan penentuan jumlah lintasan pemadatan sesuai dengan spesifikasi yang ada. Pada penelitian ini untuk memperoleh nilai kepadatan urugan tanah menggunakan pendekatan standart proctor dan sandcone. Hasil dari pengujian ini akan diperoleh nilai kepadatan dari perbandingan 2 metode pemadatan. Hasil dari penelitian ini adalah Dari hasil pengujian Density sampel 1 sampai sampel 6 yakni berturut-turut senilai 1,41 g/cm3, 1,49 g/cm3, 1,57 g/cm3, 1,59 g/cm3, 1,67 g/cm3, 1,69 g/cm3. Hal ini berbanding lurus dengan hasil avarage moisture content yakni 26,6 %, 29,9 %, 33,4 % 34,3%, 38,0%, 40,3%.Specific Gravity diperoleh nilai sebesar 2,65 hal ini menunjukkan bahwa tanah yang digunakan masuk kategori tanah lempung organik. Pengujian sandcone ini sejumlah 5 sampel diperoleh hasil 95,08%, 97,54%, 98,36%, 96,72% dan 95,90%. menunjukkan bahwa kepadatan sudah masuk dalam spesifikasi  pekerjaan timbunan tanah untuk perumahan dengan nilai kepadatan > 95%
Analisis Sandcone Test (AASHTO T 191 dan ASTM D 1556 64) Pada Peningkatan Jalan Jepara – Kedungmalang – Pecangaan Yayan Adi Saputro; Khotibul Umam; Shiska Fauziah
Reviews in Civil Engineering Vol 4, No 2 (2020): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v4i2.2921

Abstract

Concrete road works on the improvement of the Jepara - Kedungmalang - Pecangaan road are the activities of the Publick Works Department of Highways in Central Java Province. Quality control in a building structure work is very important to support the strength of the structure. In planning the road structure, it is necessary to have density of soil and foundation layers that meet the requirements. To get the value of the degree of density that is from the sandcone test where in the sandcone test there are several standart methods or references for example from AASHTO T 191 and ASTM D 1556 - 64. In this study the aims is to obtain the value of the degree of density, how big is the difference between the AASHTO T 191 standart and ASTM D 1556 - 64, and know the water content. From the test result, the optimum moisture content value is 6.5%, dry density is 2.17gr/cm3, the value of the degree of density mostly ranges from ">100%, and the minimum water content value is 5.00% maximum water content is 6.7%.
Analisis Kepadatan Kendaraan Jalan Pecangaan - Kedung Kabupaten Jepara Ariyanto Ariyanto; Decky Rochmanto; Achmad Rafiul Umam; Khotibul Umam
Reviews in Civil Engineering Vol 5, No 2 (2021): Reviews In Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v5i2.4318

Abstract

The vehicle density analysis survey is a survey conducted with the aim of knowing the size of the density and also the obstacle factors on the analyzed road. At the Bugel Kedung Jepara T-junction, the survey point is the middle point of the current conflict, or the meeting point of two heavy vehicle flows, from the flow of vehicles originating from the traffic light at the junction of Pecangaan Walisongo Jepara and the flow of vehicles originating from the Mantingan Jepara red light intersection. The survey results on Thursday and Sunday, on Thursday can represent the effective working day, the degree of saturation is 0.16 pcu / hour, 2 seconds delay for a total of 5796 vehicles, the side friction is 223.8, indicating that the level of side resistance (L) low. The results of the calculation of vehicle density using the Greenshields Method show that after analyzing the survey results at point IV, the densest point is at point V, which is at the red light junction of Walisongo, Pecangaan Jepara, which occurs during the peak hours of the afternoon at 16.00 - 17.00 WIB. Vehicle density = 36.31 pcu / hour and the level of road service (B) with a LOS analysis value of 0.31 including good. To minimize the occurrence of conflicts and accidents, at each I-V survey point it is necessary to add a caution sign or additional signs on each road segment
Co-Authors AA Sudharmawan, AA Abd. Muhaimin Abdul Aziz Abdul Bari Abdurrohman, Abdurrohman Achmad Fiqhi Ibadillah Achmad Rafiul Umam Achmad Ubaidillah Adi Yusuf Adrianto Dwi Nugroho Agus Supriyadi Ahmat Wakit Ainul Yaqin Akhiroh, Puji Al Faruq, Allamuddin Alfarizi, Lutfi Ali, Jaka Sayidina Alim, Iman Nur Alim, Jawad Syahirur Allamuddin Al Faruq Amellia Mardhika Amir Mahmud Amirul Mukminin Andhika Fahdkhansyah Andung Jati Nugroho Anestasia Pangestu Mei Tyas Apriliyani, Meli Ardhi Harist Hirosana ARDIANSYAH ARDIANSYAH Ariyanto Ariyanto Ariyanto Arpilleda, Alcher J. Asiya, Siti Asnawan Asnawan, Asnawan Asriatik‎, Asriatik‎ Aufa, Muhammad Fikri Azhari, Muhammad Holqi Rizki Bahri, Saiful Bramantyo Satrio Kinayungan Budi Wicaksono Ilyas Brian Maualan, Husni budi hartono Decky Rochmanto Decky Rochmanto, Decky Dewi Astriany Dhani, Ahmad Dhian Marhaendri Kakantini Diah Nuraini Diah Ratna Sari Dian Eko Santoso Diana Rahmawati Dyah Purbaningrum Eko Kurniasih Pratiwi EKO WAHYUDI El Amin, Faris Endah Sri Wijayanti Fadilah Hasanah, Fadilah Fadliyah, Lailatul Fahmi Husaeni Fahmi Medias Faizah, Nur Laili Falah, Moh. Zainul Fanni Okviasanti Fara Fitriatul Fauziah Faraasyatul ‘Alam, Ghasa Farid, Mohtazul Farihah, Umi Fathiyaturrahmah Fatichatus Sa’diyah Fauzan . Febriani, Ayu Ferry Efendi Fitri Kartiasih Furqon, Imahda Khoiri Ghafur, Muhammad Gojali, M. Imam Gunawan, Jujun Guntoro, Aldi Haniah Ilhami Hari Dwi Utami Harianto, Rony Haridah, Haridah Hendik, Ach. Hidaayah, Nur Hidayati, Novi Itsna Hidayati, Titiek Rohanah Hilma, Auliya hilmatunniyah, saqifah Hilmi Taftajani Hoiruddin, Hoiruddin Holil, Moh Ilham Bustomi Ilkafah Ilkafah, Ilkafah Imron Fauzi Inayah, Muhti Nur Indira Murty, Maulida Inqidloatul Amaniyah Intan Bungo Islami Irfan Bukhori Irfan, Didin Ali Irma Erika Herawati Iswatun, Iswatun Ivan Hardi Nurul Ikhsan JOKO SUSANTO Joko Susanto Julianto‎, Julianto‎ Junaidi Junaidi Juwaidah Sharifuddin Kakantini, Dhian Marhaendri Khoirul Adib Lia Faridah Lidyana, Novita Lutfiandini, Cherlys Tin M.Farm., Apt., 1 Drs. Cece Supriatna, Maemonah, Maemonah Mahdi, Nisful Makhfudli Makhfudli maksunah, Unstiati Mariani, Hulya Maskur Masluri Masnida Masnida Maya Rini Handayani Meri Rahmi Mochammad Ilham Rohwandi Moh Muslimin Mohamad Erihadiana, Mohamad Mokhammad Iklil Mustofa Mu'is, Abdul Muhadzib Al-Faruq, Muhammad Naufal Muhamad Ihsan Muhammad Haikal Zaki Muhrodi, Muhrodi Munana, Nila Murady, Iklimah Mustajab , Mustajab Musyaffaq, Mirza Izzal Najibur Rohman Nana Supriatna Nanang Febrianto Nasution, Muhammad Guntur Hamonangan Nasution Nisa’ Andawiyah, Khoirun Nisa’, Khoirun Nofiawaty Nofiawaty Noor Miyono Nor Laila, Azzah Nur'Aini, Siti Nurjannah, Riska Nurul Istiqomah Nur’aini, Siti Obianto, Agung Oktarina, Kurnia Paramadita, Yayuk Prasetya, Herry Puguh Priyo Sugeng Winarto Qomariah, Lailatul Qomaruddin, Mochammad Rachmatullah Rahmat Busono, Milzam Rangga Sidiq Permana raudatul jannah Rindayati, Rindayati Rini Handayani , Maya Risfayanti, Iffa Riza Alfita Rofiki, Ahmad Rohmah, Zaidatur Rohman Rohman Rohman Rohman, Najibur Rohmatin, Aris Rohwandi, Moch Ilham Rony Wijanarko Rukanah, Rukanah Rumini - S.Farm., M.HKes., Apt., Rizki Rahmah Fauzia, Sadiyah, Fatichatus Said Junaidi Saiful, Muhammad Saiful Anwar Sairozi, Ali Sandra, Edhy Saputro, Yayan Adi Shalihah, Imra’atus Shiska Fauziah Sholeha, Mar’atus Siti Nur Aini, Siti Nur Siti Sofro Sidiq solichin, nur mifchan Sri Karyani Sri Wijayanti, Endah St Mislikhah Subaidi Subaidi, Subaidi Sucipto Sucipto Sudharto Sudharto Sufiya, Ikhwanus Suhaimi, Annisa Suhardi, Andi Sukri, Hanifudin Suseno Suseno Suwardi, Ahmad Syafiuddin Syafiuddin Syaiful Rizal Syifa, Achrijal Shohib Arya Tarsono Tarsono Tarsono Taufiq Akbar, Imam Trisma Jaya Saputra Triyana Triyana Ubaidillah Ubaidillah Umi Baroroh, Umi Wahyu Tri Handoko Wau, Taosige Wenty Dwi Yuniarti, Wenty Dwi widias tuti, iin Winoto, Suhadi Yulkarnain Harahab Yunus Yunus Yusuf, Muhammad Zulfikar Zaim, Mohamad Zaim