Article Per Year (5 Year)
p-Index From 2021 - 2026
1.235
P-Index
This Author published in this journals
All Journal REKA RACANA Jurnal Kreativitas PKM Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Talenta Sipil
Qubro, Khodijah Al
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Education Engineering Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Medicine & Pharmacology Nursing Public Health Transportation

Published : 7 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 7 Documents
Search

 1 
Evaluasi Tingkat Pelayanan Jalan Pada Ruas Jalan Desa Gumawang Kecamatan Belitang Kabupaten Ogan Komering Ulu Timur Singgih, Gian; Nisumanti, Sartika; Qubro, Khodijah Al
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 6 No 1 (2024): Vol. 6 No.1 (2024)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v6n1.p39-44

Abstract

Ruas Jalan Desa Gumawang Kecamatan Belitang Kabupaten Ogan Komering Ulu Timur sebagai Jalan lintas Kota Terpadu Mandiri (KTM) dimana di sekitar daerah tersebut terdapat aktivitas pasar, dan pertokoan di sepanjang ruas jalan tersebut yang memiliki panjang kurang lebih 2 km. Ruas jalan ini sering mengalami kemacetan disebabkan oleh kurangnya kesadaran masyarakat dalam berkendara. Penelitian ini bertujuan untuk mengetahui tingkat pelayanan jalan menggunakan metode MKJI (1997). Dari hasil Analisa Nilai kapasitas dengan rumus Manual Kapasitas Jalan Indonesia 1997 untuk ruas jalan Desa Gumawang Kabupaten Oku Timur pada titik AB sebesar 1927,363 smp/jam , sedangkan nilai kapasitas untuk ruas jalan Desa Gumawang Kabupaten Oku Timur pada titik CD sebesar 1969,262 smp /selai. Dari hasil penelitian juga dapat tingkat pelayanan ruas jalan Desa Gumawang Kabupaten Oku Timur pada titik AB dengan nilai rasio V/C = 0,26 termasuk dalam kategori tingkat pelayanan jalan arteri kelas B, sedangkan pelayanan tingkat ruas jalan Desa Gumawang Kabupaten Oku Timur pada titik CD dengan nilai rasio V/C = 0,12 termasuk dalam kategori tingkat pelayanan jalan arteri kelas A Kata Kunci: Tingkat Pelayanan Jalan ; Kapasitas Jala ; , Ruas Jalan
Inovasi Material Berkelanjutan: Optimasi Penggunaan Abu Sabut Kelapa sebagai Alternatif Filler pada Aspal Beton Nisumanti, Sartika; Putri, Yuliantini Eka; Desromi, Ferry; Qubro, Khodijah Al; Saripudin, Saripudin; Fikri, Muhammad
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.861

Abstract

The use of asphalt concrete (Laston) as a pavement construction material continues to increase, especially in Indonesia. Laston, which is made as a hot mix, requires filler to bind the aggregate particles. Conventional fillers such as stone ash, lime, and cement have limited supplies and high costs, so a more economical and easily available alternative is needed. This research aims to evaluate the use of coir ash as filler in a 60/70 penetration asphalt mixture and determine the optimum asphalt content (KAO) in the mixture. The test specimens were made using 4%, 4.5%, and 5% variations of coconut fiber ash (ASK) content in 6% asphalt. This research was conducted experimentally using the Marshall Test method. The results showed that the use of coir ash as filler can affect the mechanical properties of asphalt mixture. At 4% ASK content, the VIM value reached 6.939%, and the largest or closest VFA value was obtained at 5% ASK content of 44.838%. The results obtained were greater than the Bina Marga 2010 requirements, indicating a more porous mix and potentially reduced durability. However, the use of coir ash can be a sustainable and economical solution in road construction. Testing the normal AC-WC asphalt laston layer obtained an optimum asphalt content (KAO) value of 6%, with a VIM value of 4.145%, a VMA value of 17.439%, a VFA value of 76.304%, a stability value of 1446.3 kg, and a flow value of 3.19 mm.
Bantuan Perencanaan dan Renovasi Toilet Umum Sehat untuk Desa Bumi Agung Kecamatan Dempo Utara Pagaralam Sumatera Selatan Nisumanti, Sartika; Qubro, Khodijah Al; Destania, Henggar Risa; Febriyandi, Febriyandi; Fauzi, Marguan; Chandra, Denie; Helmi, Bayu Putra
Jurnal Kreativitas Pengabdian Kepada Masyarakat (PKM) Vol 8, No 4 (2025): Volume 8 No 4 (2025)
Publisher : Universitas Malahayati Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33024/jkpm.v8i4.18941

Abstract

ABSTRAK Kota Pagar Alam memiliki berbagai objek wisata yang menarik, salah satunya berada di kawasan Desa Bumi Agung. Sebagai daerah wisata, Desa ini membutuhkan fasilitas umum umum yang memadai, termasuk toilet umum untuk wisatawan dan masyarakat setempat yang tidak memiliki toilet pribadi.  Saat ini toilet umum Desa Bumi Agung berukuran 3  x 4 m dan dibangun semi permanen, terdiri dari satu bak dan satu toilet berukuran 1 m x 1 m. Namun, kondisi bangunannya masih belum layak, dengan dinding toilet hanya setengah setinggi 50 cm dan sekitar bangunan terdapat semak belukar. Permasalahan di Desa ini adalah kurangnya  infrastruktur sanitasi yang memadai, terutama ketersediaan toilet umum yang sehat. Selain itu, beberapa rumah tangga di desa ini juga tidak memiliki toilet  pribadi, sehingga masyarakat sering memanfaatkan fasilitas umum yang tidak layak. Hal ini menyebabkan menimbulkan kebutuhan mendesak akan adanya toilet umum yang sehat dan sesuai standar. Tujuan Pengabdian ini merencanakan dan merenovasi toilet umum sehat agar menjadi fasilitas yang sehat. Metode kegiatan ini meliputi mengumpulkan data melalui survei lokasi, wawancara serta pengukuran lahan  untuk memperoleh data kondisi bangunan lama. Selain itu, dilakukan juga perencanaan dan pembuatan anggaran biaya untuk renovasi. Hasil dari kegiatan pengabdian ini memberikan  manfaat nyata bagi wisatawan dan  masyarakat Desa Bumi Agung yang tidak memiliki toilet pribadi, dengan tersedianya dokumen perencanaan, anggaran biaya dan fisik bangunan toilet umum sehat. Kata Kunci: Sanitasi lingkungan, Toilet layak, STBM  ABSTRACT Pagar Alam City has various interesting tourist attractions, among these is  located near Bumi Agung the Village area. As a tourist area, this village needs adequate public facilities, including public toilets for tourists and local people who do not have private toilets.  Currently, Bumi Agung Village's public toilet is 3 x 4 m in size and built semi-permanently, consisting of one tub and one toilet measuring 1 m x 1 m. Nevertheless, the building’s state is still inadequate. However, The building’s state is still inadequate, with the toilet walls only half as high as 50 cm and bushes surrounding the building.  The problem in this village is the lack of adequate sanitation infrastructure, especially the availability of healthy public toilets. In addition, some households in the village do not have private toilets, so people often utilize inappropriate public facilities. This has led to an urgent need for healthy and standardized public toilets. The purpose of this service is to plan and renovate healthy public toilets to become healthy facilities. The method of this activity includes collecting data through location surveys, interviews and land measurements to gather information on the old building’s state. In addition, planning and budgeting for renovations were completed. The results of this service activity provide tangible benefits for tourists and the Bumi Agung Village community who do not have private toilets, with the availability of planning documents, cost budgets and physical healthy public toilet buildings. Keywords: Environmental sanitation, Decent toilets, STBM
Kinerja Campuran Stone Matrix Asphalt (SMA) Menggunakan Aspal Modifikasi Asbuton Murni Lawele Qubro, Khodijah Al; Fauzi, Marguan; Nisumanti, Sartika; Febryandi, Febryandi; Hendarto, Sri
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1014

Abstract

Indonesia’s dependency on imported petroleum asphalt for road infrastructure development presents a sustainability challenge. Utilizing local resources such as Lawele natural asphalt (Asbuton) offers a strategic alternative to reduce this reliance. This study aims to evaluate the performance of Stone Matrix Asphalt (SMA) mixtures using pure Lawele-modified asphalt (PMA 2%) and compare it with mixtures made with unmodified Pen 60/70 asphalt and polymer-modified asphalt Starbit E-55. The research was conducted through a laboratory experimental approach using standard testing methods (AASHTO and SNI). The SMA mixtures were tested for Marshall Stability, draindown, Indirect Tensile Strength Ratio (ITSR), and Cantabro loss. Results showed that the Starbit E-55 mixture achieved the highest stability (707 kg), followed by PMA 2% (678 kg), and Pen 60/70 (638 kg). Both PMA 2% and Starbit E-55 mixtures exhibited 0% draindown, superior to the 0.022% of Pen 60/70. The PMA 2% mixture achieved an ITSR value of 82.55% and the lowest Cantabro loss at 1.97%, indicating excellent resistance to stripping and abrasion. In conclusion, the use of PMA 2% provides comparable or even superior structural and functional performance to synthetic polymer-modified asphalt and presents a more environmentally friendly binder alternative.
Analisis Pengaruh Penambahan Crumb Rubber dan Filler Abu Tempurung Kelapa Terhadap Nilai Karakteristik Marshall pada Campuran Aspal Lapis Aus (AC-WC) Rashif, Muhammad Fadhilah; Nisumanti, Sartika; Qubro, Khodijah Al
RekaRacana: Jurnal Teknik Sipil Vol 11, No 3: November 2025
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekaracana.v11i3.281

Abstract

ABSTRAKLapis aus merupakan lapisan perkerasan jalan yang rentan mengalami kerusakan seperti retak (cracking) dan deformasi permanen, sehingga diperlukan inovasi pada campuran material. Penelitian ini bertujuan menentukan kadar aspal optimum (KAO) menggunakan aspal penetrasi 60/70 dengan penambahan crumb rubber (2,5%, 3%, 3,5%) sebagai aditif serta abu tempurung kelapa sebagai filler. Pengujian Marshall digunakan untuk mengevaluasi karakteristik campuran. Hasil penelitian menunjukkan penambahan crumb rubber dan filler berpengaruh signifikan terhadap sifat campuran. Pada kadar 3,5% crumb rubber diperoleh kepadatan 2,514 t/m³ dan VFA 78,038%, sedangkan stabilitas tertinggi 1.572,082 kg dan flow 4,490 mm terjadi pada kadar 3%. Nilai kepadatan dan VFA tinggi menunjukkan rongga udara kecil yang berpotensi menimbulkan bleeding dan rutting. Sebaliknya, kombinasi crumb rubber dan abu tempurung kelapa menurunkan kepadatan serta stabilitas, tetapi meningkatkan VIM 4,998% dan VMA 18,051%, sehingga campuran lebih fleksibel namun berisiko stripping.Kata kunci: crumb rubber, abu tempurung kelapa, ac-wc, marshall test, aditif ABSTRACTThe surface layer is a layer of road pavement that is prone to damage such as cracking and permanent deformation, necessitating innovation in material mixtures. This study aims to determine the optimum asphalt content (OAC) using 60/70 penetration asphalt with the addition of crumb rubber (2.5%, 3%, 3.5%) as an additive and coconut shell ash as a filler. Marshall testing was used to evaluate the characteristics of the mixture. The results show that the addition of crumb rubber and filler significantly affects the properties of the mixture. At a crumb rubber content of 3.5%, a density of 2.514 t/m³ and VFA of 78.038% were obtained, while the highest stability of 1,572.082 kg and flow of 4.490 mm occurred at a content of 3%. The high density and VFA values indicate small air voids that could potentially lead to bleeding and rutting. Conversely, the combination of crumb rubber and coconut shell ash reduces density and stability but increases VIM to 4.998% and VMA 18,051%, making the mixture more flexible but at risk of stripping.Keywords: crumb, rubber, coconut shell ash, ac-wc, marshall test, aditif  
Kinerja Stabilisasi Campuran Aspal Panas AC-WC Menggunakan Aspal Modifikasi (Elastomer) dengan Penambahan Lateks Nurcahyo, Haikal Fikri Da'fa; Nisumanti, Sartika; Qubro, Khodijah Al
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.926

Abstract

Pavements in Indonesia often experience damage before the planned service life is reached, one of which is caused by permanent deformation due to excessive load pressure, such as that produced by heavy vehicles. This study aims to analyze the effect of latex addition on the characteristics of AC-WC pavement type asphalt mixtures using elastomer modified asphalt. The use of asphalt is varied in five levels, namely 4%, 4.5%, 5%, 5.5%, and 6% of the total aggregate weight. The AC-WC mixture manufacturing process refers to the 2018 Bina Marga specifications (Revision 2). The results showed that the addition of latex affected the characteristics of the Marshall value in the asphalt mixture compared to conventional asphalt, where the VMA value with latex additives decreased by 1% at a latex content of 5% with a value of 18.029. The VFA value decreased by 1% at a latex content of 5% with a value of 73.805. The VIM value in this mixture is still within the required specifications, which is between 3% and 5%. The stability value increased significantly at 7% latex content with a value of 3249.7, while the MQ value increased significantly at 7% latex content with a value of 2214.137. From the results of the study, it can be concluded that asphalt containing latex has better durability compared to conventional asphalt, so it can be used as an alternative to improve the quality of road pavement in Indonesia.
Evaluasi Modulus Resilien dan Perilaku Fatigue Campuran Stone Matrix Asphalt (SMA) Menggunakan Aspal Modifikasi Asbuton Murni Lawele Qubro, Khodijah Al; Syed, Murtaza Haider; Amalia, Ghina; Nazila, Iva; Hendarto, Sri; Ramadhan, Rio; Lubis, Miftahul Jannah
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1291

Abstract

Pure Lawele Asbuton is a local natural asphalt with a high bitumen content and significant potential as a sustainable alternative binder for road pavement applications. This study aims to evaluate the mechanistic performance of Stone Matrix Asphalt (SMA) mixtures incorporating Lawele Asbuton through resilient modulus and fatigue resistance testing. SMA mixtures containing Lawele Asbuton were compared with mixtures using conventional Pen 60/70 asphalt and polymer-modified asphalt Starbit E-55. All tests were conducted at the Optimum Asphalt Content (OAC) determined using the Marshall method. The results indicate that SMA mixtures with modified binders exhibit superior mechanistic performance compared to Pen 60/70 asphalt. The PMA 2% mixture achieved resilient modulus values of 578 MPa at 35°C and 198 MPa at 45°C, along with a fatigue life of 242,660 cycles at a strain level of ±400 µε, which is significantly higher than that of the Pen 60/70 mixture. These findings demonstrate that pure Lawele Asbuton (PMA 2%) has strong potential as a local alternative binder capable of enhancing the structural performance and fatigue resistance of SMA mixtures.
Co-Authors Amalia, Ghina Chandra, Denie Fauzi, Marguan Febriyandi, Febriyandi Febryandi, Febryandi Ferry Desromi, Ferry Helmi, Bayu Putra Henggar Risa Destania, Henggar Risa Lubis, Miftahul Jannah Muhammad Fikri Nazila, Iva Nisumanti, Sartika Nurcahyo, Haikal Fikri Da'fa Putri, Yuliantini Eka Ramadhan, Rio Rashif, Muhammad Fadhilah Saripudin Saripudin Singgih, Gian Sri Hendarto, Sri Syed, Murtaza Haider