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agata iwan candra
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INDONESIA
Jurnal Manajemen Teknologi & Teknik Sipil
Published by Universitas Kadiri
ISSN : -     EISSN : 26217686     DOI : -
Core Subject : Engineering,
JURMATEKS (Jurnal Mahasiswa Teknik Sipil) diterbitkan oleh Program Studi Teknik Sipil, Fakultas Teknik, Universitas KADIRI untuk menampung hasil penelitian, tugas akhir maupun tugas proyek mahasiswa teknik sipil di lingkungan Universitas KADIRI.
Articles 75 Documents
STUDI PENANGGULANGAN BANJIR DI KALI BATAN KABUPATEN KEDIRI Kuncoro, Moch Adib; Winarto, Sigit; Purnomo, Yosef Cahyo Setianto
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 1 (2018): JUNI
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (152.858 KB) | DOI: 10.30737/jurmateks.v1i1.143

Abstract

Kali Batan merupakan salah satu anak sungai Kali Brantas yang terletak di Kabupaten Kediri. Kali Batan memiliki luas Daerah Pengaliran seluas 25 km2, dengan alur sungai sepanjang 17,25 km membentang dari Desa Badas Kecamatan Badas hingga Desa Purwoasri, Kecamatan Purwoasri.  Beberapa tahun terakhir terjadi banjir di Kali Batan. Beberapa desa yang rawan terkena imbas dari banjir tersebut antara lain Desa Tenggerlor, Kapi, Kapas, Kunjang, Klepek, Belor, Ketawang, Mojokerep dan Puhjajar.Pada DAS Batan terdapat tiga stasiun penakar hujan yang dianggap mewakili, yaitu Stasiun Kencong, Badas dan Kunjang. dengan prosentase pengaruh perhitungan pengambilan curah hujan harian maksimum didapatkansebesar  83,11mm.Dari curah hujan harian maksimum didapatkanhasil- 0,9546. Dari perhitungan pada Uji kesesuaian distribusi metode Smirnov-Kolmogorov menunjukkan bahwa nilai tertinggi ?max adalah = 0,126, dengan ? = 5 % dan n = 20 didapatkan harga ?kritis = 0,304. Maka dapat disimpulkan bahwa ?max< ?kritis sehingga distribusi Log Pearson tipe III dapat diterima.Dari pengukuran DAS Batan pada titik tinjau hulu didapatkan hasil3,206 m3 /dt. Dari pengukuran DAS Kali Batan pada titik hilir didapatkan hasil202,475, denganmenggunakan persamaan-persamaan (2-14) sampai dengan (2-17), hidrograf  banjir  rancangan diperoleh 3,825 m3 /dt.Besarnya nilai intensitas curah hujan netto (kala ulang 25 th) dimasukkan ke dalam koordinat Hidrograf Sintetis Nakayasu maka didapatkan debit banjir rancangan Q25th.Kata kunci : Banjir, Studi Penanggulangan Banjir, Kali Batan.
ANALISIS KINERJA LALU LINTAS DI JALAN SEKITAR HYPERMART JL.VETERAN,PENANGGUNGAN, KLOJEN, MALANG Anggraeni, Savira; Setianto Poernomo, Yosef Cahyo; Winarto, Sigit
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OKTOBER
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (228.798 KB) | DOI: 10.30737/jurmateks.v2i2.526

Abstract

Penelitian ini dilaksanakan untuk mengetahui volume puncak lalu lintas, kapasitas jalan,derajat kejenuhan,  menganalisis kinerja lalu lintas, mengetahui prediksi 5 tahun ke depan serta untuk mengevaluasi kinerja lalu lintas di sekitar pusat perbelanjaan Hypermart yang terjadi disituasi rill. Metode yang digunakan adalah dengan cara studi pustaka, mencari referensi dari penelitian terdahulu serta melakukan observasi langsung. Volume puncak lalu lintas didapatkan nilai 1469 smp/jam untuk lokasi pertama dan 1104.4 smp/jam untuk lokasi kedua.Kapasitas ruas jalan sebesar 4699.73 smp/jam.Untuk analisa derajat kejenuhan lokasi pertama sebesar 0.31 smp/jam dan 0.23 smp/jam pada lokasi kedua.Untuk prediksi 5 tahun kedepan pada wilayah tersebut diprediksi akan mengalami kenaikan sebesar 8.93% sehingga volume kendaraan akan naik menjadi 2124.76 smp/jam, dan untuk nilai derajat kejenuhan sebesar 0.45 yang artinya pelayanan lalu lintas wilayah ini termasuk ke dalam kelas C pada tahun 2024.
PERENCANAAN STRUKTUR BAJA PADA KONSTRUKSI EMPAT LANTAI PADA HOTEL JAYA BAYA Saputra, Alfin Aziz; Winarto, Sigit; Ridwan, Ahmad
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (169.125 KB) | DOI: 10.30737/jurmateks.v1i2.382

Abstract

AbstractConstruction buildings in Kediri area still tends to use concrete construction with conventional methods, which are prone to specifications from planning the structure of the building. Due the process of making cast dough and casting it is often not done properly so it can eliminate the strength and structure. Therefore, hotel building is planned to use Steel Construction and Precast Floor Elimination, in order to have not reduction in specification design structure.In LRFD method, probability analysis is not needed, except for general situations not set in Regulations Obtained LRFD planning calculations referring to the latest SNI 1729-2015.Based on the planning, the calculation structure of loading is calculated in m2, where the production results are entered into the Sap 2000 v20 analysis software program. The structure used on PL 125 floor panels. 2000, beam WF 300x150x6.5x9, column WF 400x400z13x21, the conclusion of the structure is safe based on the applicable conditions. Keywords : steel structure planning for SNI building 03-1729-2015
PENELITIAN PENAMBAHAN BAHAN BATU PADAS PADA CAMPURAN ASPAL BETON Supriadi, Supriadi; Cahyo, Yosef; Ridwan, Ahmad
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 1 (2019): JUNI
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (698.684 KB) | DOI: 10.30737/jurmateks.v2i1.407

Abstract

ABSTRACTAsphalt Concrete (Hotmix) is a mixture of coarse aggregate, fine aggregate and filler (Filler) with asphalt binder in high temperature conditions with the composition studied and regulated by technical specifications. In this study, asphalt concrete mixtures were given materials additional padas. This addition was carried out to study and determine the effect of padas on the asphalt concrete mixture with the addition of 5%, 10%, and 15%. Compressive strength specimens in the form of cylinders with a diameter of 10.09 cm and an average height of 7.8 cm. Testing is done after 2 days. Asphalt with the addition of 5% padas is better able to produce a better value of stability than others. The addition of padas rock produced a strong stability of 5% at 888.0747 kg, 10% at 598,199 kg, 15% at 441,6391 kg. To reach the optimum level, the mixture on concrete asphalt ranges < 5%Keywords: Padas Stone, Concrete Asphalt, Effect of padas stone.
STUDI EFISIENSI PEMBERIAN AIR IRIGASI PADA DESA GROMPOL KECAMATAN GAMPENGREJO KABUPATEN KEDIRI (STUDI KASUS DI SALURAN SEKUNDER BPP I GAMPENGREJO KEDIRI) Cahyono, Wahyu Tri; Purnomo, Yosef Cahyo Setianto; Winarto, Sigit
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 1 (2018): JUNI
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (186.34 KB) | DOI: 10.30737/jurmateks.v1i1.137

Abstract

Usaha peningkatkan produktivitas pertanian dan ketahanan pangan, pemenuhan akan air mempunyai peranan penting. Banyak usaha yang dilakukan untuk memenuhinya, antara lain dengan pemanfaatan sumber air permukaan seperti sungai dan waduk, disamping sumber air tanah dalam dengan sumur bor. Dan Lahan pertanian di Desa Grompol, Kecamatan Gampengrejo, Kabupaten Kediri, Jawa Timur area persawahannya memanfaatkan jaringan irigasi air permukaan menggunakan air dari bendung Waru Turi air dapat sampai ke areal persawahan.Penelitian ini bertujuan untuk mengkategorikan seberapa baik jaringan irigasi di Da. Grompol dan seberapa tingkat Efisiensi pemberian air pada area-area sawah.nya  Penelitian ini menggunakan pendekatan kuantitatif jenis survey. Subyek dan lokasi penelitian adalah area irigasi Ds. Grompol yang mengambil air dari bendung Waru Turi. Selanjutnya penelitian di jaringan irigasi di lakukan untuk menganalisis kategori keunggulan dan kelemahan pemberian air irigasi dan memberikan rekomendasi masukan perbaikan terhadap atribut-atribut keunggulan dan kelemahan tersebut.Kata kunci : Studi Efisiensi, Irigasi, Mrican kanan BPP I
ANALISA ANGGARAN BIAYA DANPENJADWALANPROYEK PERBAIKAN TANGGUL KALI BAKUNGDESA CENGKOK KECAMATAN TAROKAN KABUPATEN KEDIRI Harmawanto, Johan; Setianto Poernomo, Yosef Cahyo; Winarto, Sigit
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 2 (2019): OKTOBER
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (212.658 KB) | DOI: 10.30737/jurmateks.v2i2.514

Abstract

Kali Bakung merupakan sarana  untuk memenuhi kebutuhan air irigasi di Desa Cengkok Kecamatan Tarokan Kabupaten Kediri. Akan tetapi keadaan tanggul Kali Bakung mengalami kerusakan dan penyediaan air irigasi menjadi terganggu.Penulis membuat analisa anggaran biaya, penjadwalan, jaringan dan metode pelaksanaan untuk perbaikan tanggul Kali Bakung dengan pasangan batu kali. Data yang diperoleh dari Dinas Pekerjaan Umum Sumber Daya Air adalah gambar teknis, spesifikasi, harga satuan upah dan bahan Kabupaten Kediri tahun 2019. Hasilnya dianalisis untuk mengetahui analisa harga satuan pekerjaan, maka dibuat rencana anggaran biaya.Jadwal berasal dari rencana anggaran biaya dengan menghitung bobot pekerjaan dan menghitung durasi. Hasilnya diproses dengan MS Excel untuk membuat bar chart, kurva S, dan Precedence Diagram Method (PDM) sebagai jaringan.Hasil perhitungan didapatkan Rencana Anggaran Biaya untuk proyek tersebut adalah Rp. 914.486.100,00 dan durasi pelaksanaannya 91 hari.
KAJIAN PERENCANAAN CHECKDAM KALI NGASINAN KANAN DESA NOTOREJO KECAMATAN GONDANG KABUPATEN TULUNGAGUNG Nasirudin, Ahmad; Winarto, Sigit; Sudjati, Sudjati
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (655.063 KB) | DOI: 10.30737/jurmateks.v1i2.377

Abstract

ABSTRACT Checkdam is a controlling building created because of the flow of water with a large enough sediment concentration, where the sediment comes from soil erosion in the upstream part of the river, to find out the analysis of hydrology, regarding its rainfall, analyze the flood discharge. With the form of a checkpoint in the village of Notorejo, it can prevent and reduce disasters due to the flow of sediments that are formulated in such a way that the river concerned can function normally and effectively in terms of two angles, namely flood control and river development. Rainfall based on calculation of log pearson type III on R20 is 100mm, and Flood Debit Plan 167 m3 / dt. The ability of the sediment capacity of 700,692 m3 / dt and the capacity of sediment capacity to remain 525,519. and able to withstand shear force and rolling stability, this discharge plan is useful for reducing sediment that enters the river salts and provides safety of surrounding agricultural areas due to erosion, stabilizes the riverbed, directs river flow and reduces the occurrence of breakdowns in bridge structures along the river flow mate. Keywords: checkdam, hydrology, sediment, flood discharge, stability. 
PENELITIAN PENAMBAHAN BAHAN LIMBAH TETES TEBU DARI PABRIK GULA MERITJAN PADA CAMPURAN ASPAL BETON Ade Kurniawan, Nanda; Cahyo, Yosef; Ridwan, Ahmad
Jurnal Manajemen Teknologi & Teknik Sipil Vol 2, No 1 (2019): JUNI
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (710.813 KB) | DOI: 10.30737/jurmateks.v2i1.395

Abstract

ABSTRACT Concrete asphalt as a material for road construction has long been known and widely used in road construction. Its use also in Indonesia from year to year is increasing. This is because concrete asphalt has several advantages compared to other materials, including the price that is relatively cheaper than concrete, itsability to support high weight loads of vehicles and can be made from locally available materials and has good weather resistance.The purpose of this study was to determine the effect of adding molases waste as a mixture of concrete asphalt and find out what percentage of mixture of molasses waste on concrete asphalt to reach the optimum pointFrom the results of the author's calculation, it can be concluded as follows:The value of stability of each decrease with the addition of molases is 5% of880  kg, 10% of 517 kg, 15% of 457 kg.The results of the volume of air cavity to mixture (VIM) with levels of 5%, 10% and 15%, namely 8.68%, 8.52%, and 7.52%.Pore volume results between aggregate grains (VMA) with levels of 5%, 10% and 15%, among others, 27.40%, 27.27%, and 26.47%.Pore volume results between aggregate grains filled with bitumen (VFB) with levels of 5%, 10% and 15%, among others, 74.67%, 76.96%, and 71.58%.Marshall Quotient (MQ) results with levels of 5%, 10% and 15% Marshall Quotient (MQ), which are among others 395 kg / mm, 293 kg / mm and 817 kg / mm. Keywords: Concrete Asphalt, Molases mixture 
JOB MIX LASTON (AC-BC) MENGGUNAKAN BUBUK GYPSUM DAN ABU BATA MERAH Aminuddin, Moch; Winarto, Sigit; Cahyo, Yosef
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (419.474 KB) | DOI: 10.30737/jurmateks.v1i2.420

Abstract

ABSTRACT Asphalt Coating Concrete is one type of flexible pavement, the concrete asphalt consists of fine aggregates, coarse aggregates, fillers, and bitumen with a certain level mixed in hot conditions. In a mixture of laston filler serves as a cavity filler in the mixture, increases stability, and binders concrete asphalt. In this study, researchers used gypsum powder and red brick ash filler instead of cement.This research was conducted to find out how the effect of using gypsum and red brick ash powder as filler in the laston mixture (ac-bc) in terms of Marshall characteristics. Variations in the asphalt content used in the laston mixture in this study were 5%, 5.5%, 6%, 6.5%, and 7% in which each bitumen content was made as many as 3 samples.After doing the Marshall test, it is known that with volumetric and Marshall parameters using 3 samples of each bitumen content, the average results obtained in the calculation: VMA of 17.68%, VIM of 4.46%, VFB of 74.87%, Stability amounting to 1152 kg, Flow of 2.47 mm, and MQ of 472 kg / mm. And from the results of tests or testing of Marshall characteristics, the optimum bitumen content needed in the last-mix mixture of AC-BC using powdered gypsum and red brick ash filler was 6.5%. Keywords: Laston, filler, gypsum powder, red brick ash, Marshall characteristics
EVALUASI KEKUATAN CONCBLOCK DENGAN AGREGAT HALUS DAN AGREGAT KASAR DARI TEMPURUNG KELAPA Bintoro, Agnes Yuanita; Limantara, Arthur Daniel; Winarto, Sigit
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 1 (2018): JUNI
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v1i1.162

Abstract

The growing age of the utilization of production can be processed into an environmentally friendly material. It's Rotary to save costs for doing construction activities. Therefore, using fuel for mixed materials, you can reduce the cost and also can produce as an environmentally-friendly road pavement can also absorb air into the soil, so that road pavement is not easily damaged.The purpose of this research is to know the result of concrete from fine aggregate and a coarse aggregate of coconut shell. The object used is the size of a cube with size 15x15x15 cm of 20 samples, consisting of 5 samples for variation. A sample of betonuks at 28 days concrete age.The results of concrete compressive strength and absorption of concrete using a mixture of fine aggregate and aggregate at 28 days for each variable are:Variation 0% obtained compressive strength equal to 18,5 Mpa and absorption power of concrete equal to 13,60%.Variations of 20% coconut shell and 15% of shell powder obtained strong pressure of 11.4 MPa and absorption of 11.69%.Variation of 25% coconut shell and 20% of shell powder obtained strong pressure of 7.6 MPa and absorption of 11.64%.Variations of 30% coconut shell and 25% shell powder obtained strong pressure of 6.7 Mpa and absorption of 10.17% concrete.From these results, it can be concluded that the concrete used is a mixture and a coarse aggregate of coconut shell and kerosene.Keywords: Compressive strength of concrete, absorption, aggregate mix, shell coconut, shell powder, concblock