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Journal of Civil Engineering and Infrastructure Technology Program Studi Teknik Sipil Fakultas Teknik Jl. Walanda Maramis No.31, Nusukan, Kec. Banjarsari, Kota Surakarta, Jawa Tengah 57135
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INDONESIA
Journal Of Civil Engineering And Infrastructure Technology
Published by Universitas Tunas Pembangunan Surakarta
ISSN : -     EISSN : 29646251     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Journal Of Civil Engineering And Infrastructure Technology (JCEIT) (e-ISSN: 2964-6251) is a journal of civil engineering provides a forum for publishing research articles or review articles. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik, Universitas Tunas Pembangunan Surakarta started from Volume 1 Number 1 Year 2022 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; This journal has a content in the form of research results and reviews in selected fields of study covering various branches of civil engineering and also contains fields of study relating to civil engineering in a broad sense. This journal is published 2 times a year in June and December.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 6 Documents
 1 
Search results for , issue "Vol. 2 No. 2 (2023): JCEIT" : 6 Documents clear
Study of Crumb Rubber as Binder Material in Asphalt SOI LEE CHIA; MOHD ZAMRI JAMALUDIN; ABDUL MUIZ ABD RAJAK HAMIM
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.2853

Abstract

Asphalt is a mixture of aggregates, bitumen, quarry dust, and cement. As an addition in hot mix asphalt mixtures, recycled tire rubber known as "crumb rubber" is regarded as an environmentally friendly building practice. The laboratory hot mix asphalt design tests were conducted according to Marshall method procedure. In this study, three different crumb rubber contents (10%, 15%, and 20% by weight of bitumen), and three different bitumen contents (4%, 5%, and 6%) with a penetration grade 60/70 were investigated. The Marshall stability value and durability properties were taken into account in a comparison study between the standard and modified asphalt concrete mixtures. The strength and performance of asphalt mixtures tended to improve with the addition of crumb rubber. As some of the test results were within the acceptable range, the findings indicated that crumb rubber is advised for use as an addition in asphalt mixtures. Besides, the durability of asphalt mixtures also needed to be concerned.
ANALISIS KEBUTUHAN RUANG PARKIR JALAN SULTAN SYAHRIR SURAKARTA Siti Esa; Reki Arbianto; Herman Susila; RA Dinasty Purnomoasri
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.3084

Abstract

Permasalahan parkir sangat penting untuk dikaji lebih mendalam, apabila kebutuhan ruang parkir tidak cukup maka kendaraan tersebut akan mengambil parkir di tepi jalan (On Street Parking) yang mengakibatkan kemacetan. kemacetan akibat parkir di bahu jalan juga terjadi di jalan Sultan Syahrir kawasan selatan Pasar Legi Surakarta. Penelitian ini bertujuan untuk menganalisa kapasitas parkir, derajat kejenuhan jalan, pola parkir serta pendapatan parkir.Metode pengolahan data pada penelitian ini dilakukan secara kuantitatif dengan menganalisa Kebutuhan Ruang Parkir, Menghitung Kapasitas Ruang Parkir, Menentukan Pola Parkir serta Pendapatan parkir. jumlah Kapasitas ruang parkir Statis roda dua pada jalan sultan Syahrir sebesar 36 SRP dan roda empat sebesar 62 SRP, Kapasitas jalannya sebesar 3.039,96 smp/jam. Derajat kejenuhan pada jalan Sultan Syahrir sebesar 0,622 smp/jam pada hari sabtu dan 0,595 smp/jam pada hari Selasa berdasarkan tabel tingkat pelayanan jalan Sultan Syahrir kota Surakarta termasuk dalam tingkat pelayanan C yang berarti Arus stabil, Kecepatan dipengaruhi oleh Lalu Lintas, Volume sesuai untuk jalan kota. Sudut parkir yang tepat sesuai dengan lebar jalan sudut 30 derajat dan sudut pararel. pendapatan rata-rata kendaraan roda 2 dan 4 sebesar Rp. 934,000 - Rp.1,567,500.. Pemerintah dan masyarakat sekitar diharapkan dapat membantu untuk mengatasi Kinerja jalan serta tingkat pelayanan yang perlu di benahi agar penataan ruang parkir di jalan sultan Syahrir menjadi lebih baik,pada penelitian ini diharapkan ada penelitian lanjutan yang dapat menambah variabel dalam metode penelitian
ANALISIS BETON KEROPOS PADA KOLOM STRUKTUR DENGAN METODE QUALITY CONTROL CIRCLE (QCC) rohmad nuryanto; Suryo Handoyo; Kusdiman Joko Priyanto
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.3087

Abstract

Quality is a key factor that brings success in construction, growth, and improvement. Quality is a basic factor in consumer decisions that shapes determining the desired products and services. One of the factors that influences product quality is the quality control method, which will be able to improve the quality of the company's output by reducing the level of defects. The Quality Control Circle (QCC) method is a method that can be used to reduce defects in a relatively short time, can be carried out, and is easily implemented in small teams so that it does not involve all personnel in an organization. Apart from this, QCC can also save costs by improving quality because of its small organizational structure. To be able to survive in the midst of intense competition and the growth of the construction industry, companies must have advantages that other companies do not have. The determining factor of competitiveness is to improve quality. This effort was made by the company by making continuous improvements with the aim of reducing the number of product defects. The author used the quality control cylinder method to reduce defects in structural column work at Gadjah Mada University's Smart Green and Learning Center (SGLC) building project. The focus was on analyzing concrete structural columns to reduce defects and achieve a cost efficiency of 82.87%. Improvements were made to elements of the structural column work method, reducing 80% of defects. The QCC method was used to prevent defects from recurring in the product.
IDENTIFIKASI DAN PERBAIKAN JARINGAN IRIGASI COLO TIMUR KABUPATEN SUKOHARJO (STUDI KASUS: SALURAN SEKUNDER AMBIL-AMBIL) Sukma Wijaya; Gunarso Gunarso; Teguh Yuono; Paska Wijayanti
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.3090

Abstract

A good irrigation building should be able to function optimally by considering effectiveness level of water management, if irrigation building maintenance is not carried out routinely and periodically it will have an impact on the main function of irrigation networks. This study aims to obtain data and information, obtain solutions for efforts to repair the damage to the secondary canal in the East Colo Irrigation area in Sukoharjo, and determine the costs incurred for rehabilitation. The methods used in this study were observation, interviews, literature study, and written data collection in the field. The results of the study include the identification of damage to the Secondary Canal Ambi- ambil is classified into three, namely; Minor damage, including cleaning of vegetation around the canal and cracks in the canal. Moderate damage, including painting of sluice gates and replacement of wooden valve plates with steel valve plates. Serious damage, including sedimentation and damage to canals. Efforts to repair or deal with damage to the Secondary Canal Ambil-ambil, namely: Cleaning of vegetation around the Secondary Canal Ambil- ambil, painting of 8 water gates on the Secondary Canal Ambil-ambil, replacing the sluice plate on B.Am 5 Secondary Canal Ambil- ambil, Silting by Sedimentation of Canal Sedimentation on B.Am 4 (1303 m to 2041 m), Handling of heavy damage, Replacement of walls and floors with U-gutter on Secondary Canal Ambil-ambil B.Am 4 (1 m to 764 m). And the budget plan for the repair of the Secondary Canal Ambil- ambil is 1.501.832.684,00
EVALUASI KINERJA PRASARANA FISIK DAERAH IRIGASI WADUK PONDOK KABUPATEN NGAWI PROVINSI JAWA TIMUR Dani Wahyu Nugroho; Erni Mulyandari; Sumina Sumina
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.3097

Abstract

Pondok Reservoir is one of the small reservoirs in the Bengawan Solo River Basin (DAS) which has an area of 3,450 ha and can hold as much as 29 million m3 of water. Over time, weir operation activities must be in line with weir maintenance activities. In this regard, it is necessary to evaluate the performance of irrigation areas. The method used in this study was observation and direct observation in the field by tracing the irrigation network of the D.I Pondok Reservoir and conducting secondary data analysis. The results of this study indicate that the total number of physical infrastructure assets is 139 consisting of 62 control buildings and 87 auxiliary buildings. The condition of the physical infrastructure of the Pondok D.I Reservoir for the carrier channel is 70.6% in good condition and 29.4% in a slightly damaged state, for regulatory buildings 70% is in good condition, 8.3% is in a slightly damaged condition, and 21.7% is in good condition. severely damaged condition, for supporting buildings 69.6% in good condition, 19% in slightly damaged condition, and 11.4% in severely damaged condition, for drainage and buildings in good condition, and for access/inspection roads 94% in good condition well and the remaining 6% is in slightly damaged condition. Physical infrastructure performance in the Pondok D.I Reservoir was obtained at 68.84% of 100%, meaning that this performance is included in the less criteria and needs attention
PERENCANAAN STRUKTUR GEDUNG RUMAH SAKIT RAWAT INAP 5 (LIMA) LANTAI COLOMADU DAN RENCANA ANGGARAN BIAYA Bagas Maulana Assidiq; Dian Arumningsih DP; Gatot Nursetyo
Journal of Civil Engineering and Infrastructure Technology Vol. 2 No. 2 (2023): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v2i2.3117

Abstract

Pertambahan jumlah penduduk pada Kecamatan Colomadu yang meningkat serta perkembangan aktivitas manusia mendorong pembangunan fisik kota. Pembangunan sarana kesehatan dalam sebuah kawasan perlu dilakukan dalam upaya mendukung program peningkatan derajat kesehatan masyarakat. Maka dirancanglah satu gedung rumah sakit 5 lantai di Kecamatan Colomadu. Perencanaan struktur ini bertujuan merencanakan struktur gedung yang aman, nyaman, dan efisien serta mengetahui rencana anggaran biaya yang dibutuhkan. Hasil yang didapat adalah pelat atap tebal 10 cm tulangan x dan y Ø12 – 200 mm, pelat lantai tebal 12 cm tulangan x dan y Ø12 – 150 mm, balok induk B1 dimensi 300 x 500 mm tulangan atas 2 D19 tulangan bawah 3 D19 tulangan geser Ø10 – 150 mm, balok induk B2 dimensi 300 x 450 mm tulangan atas 2 D19 tulangan bawah 3 D19 tulangan geser Ø10 – 150 mm, balok anak BA dimensi 200 x 300 mm tulangan atas 3 D10 tulangan bawah 3 D10 tulangan geser Ø10 – 150 mm, balok sloof TB dimensi 250 x 400 mm tulangan atas 3 D16 tulangan bawah 6 D16 tulangan geser Ø10 – 150 mm, kolom K1 dimensi 600 x 600 mm tulangan longitudinal 16 D19 dan tulangan geser Ø10 – 150 mm, adalah kolom K2 dimensi 500 x 500 mm tulangan longitudinal 16 D19 dan tulangan geser Ø10 – 200 mm, penulangan pondasi bore pile dimensi 60 cm kedalaman 8 m dengan tulangan longitudinal 10 D22 tulangan spiral Ø16 – 200 mm, dan rencana anggaran biaya dengan total anggaran Rp. 13.280.305.901,00.

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