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Journal : Journal of Social Research

The Impact of Pavement Condition Index on Life Cycle Cost of Tiom-Kuyawage and Tiom-Balingga Road Sections in Lanny Jaya Regency Wanimbo, Yaro; Bahtiar, Bahtiar; Julison, Bernathius; Rante, Harmonis; Rusim, Dewi Ana
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2614

Abstract

The Papua Mountains region has extreme geographical challenges that have an impact on the high need for road infrastructure maintenance. This study aims to analyze the relationship between the value of the Pavement Condition Index (PCI) and Life Cycle Cost (LCC), and to consider estimated inflation and net present value (NPV) as the basis for long-term budget planning. The study was conducted on the Tiom–Kuyawage (4.6 km) and Tiom–Balingga (2.7 km) roads in Lanny Jaya Regency. The PCI value in Tiom–Kuyawage has decreased significantly from 89.19 (2023) to 58.30 (2025), while Tiom–Balingga remains high at 87.44 (2025). The projected total maintenance cost for 20 years (2025–2045) shows a need of IDR 201.42 billion for Tiom–Kuyawage and IDR 122.62 billion for Tiom–Balingga. However, if calculated based on present value (NPV), assuming inflation of 3.09% and an interest rate of 5.04%, the actual need will be IDR 105.75 billion and IDR 64.58 billion, respectively. These findings suggest that the deterioration of road conditions (PCI) directly raises the cost of maintenance (LCC), and that the use of an NPV-based financial approach is important for budget efficiency. This study recommends a road maintenance strategy based on actual conditions, to be carried out periodically in the mountainous Papua region.
The Influence Of Road Geometry On The Central Government Policy For The Trans Papua Road Segment Iv Jayapura–Elelim–Wamena Rumagit, Mexan Andry; Bahtiar, Bahtiar; Rusim, Dewi Ana; Mujiati, Mujiati; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2615

Abstract

The Trans Papua road network spans 3,259.45 km, comprising 58.24% national roads (1,898.32 km) and 41.76% strategic roads (1,361.13 km). A specific issue arises on the Trans Papua Segment IV (Jayapura–Elelim–Wamena), where the geometric design of the road does not align with the standards set in the Ministry of Public Works and Housing Regulation No. 5 of 2023 regarding technical requirements for road design. This non-compliance poses risks of traffic accidents and impacts travel time, particularly for essential vehicles like fuel supply trucks, which cannot navigate certain segments due to the road's steep gradient (overgrade). This study aims to analyze the compliance of the geometric design on the Jayapura–Elelim–Wamena road segment with the established technical standards and its alignment with the central government's policy to enhance the local economy and ensure equitable pricing in mountainous regions. The research findings reveal that while road handling in Segment IV Jayapura–Elelim–Wamena has been managed by the BPJN Jayapura and BPJN Wamena, the existing geometric conditions do not meet the requirements of Permen PUPR No. 5 of 2023. The current policy focuses on maintaining the functionality of the road through preservation work packages rather than addressing the design deficiencies. This study underscores the need for more comprehensive upgrades to meet regulatory standards for safe and efficient road use.
A Study of the Water Resources Potential of the Sewan River in East Sarmi District, Sarmi Regency Maay, Gedrida Yacoba; Mujiati, Mujiati; Rante, Harmonis; Bahtiar, Bahtiar; Manalu, Janviter
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2616

Abstract

Access to clean water is a fundamental need for supporting healthier and cleaner living conditions, which is critical for achieving the Millennium Development Goals (MDGs). In East Sarmi District, Sarmi Regency, the community relies on surface water, groundwater, and untreated rainwater as primary sources of raw water. This study aims to evaluate the potential of these water sources to meet health standards and the community's future water needs. The research focuses on the condition of the Sewan River, a significant water source in East Sarmi District, and its capacity to fulfill the clean water demands. The study uses SWOT analysis to assess the potential of the Sewan River as a reliable source. The findings reveal that the required clean water in Sarmi District by 2043 is 1.46 liters/second, which is equivalent to 0.0016 m³/day. The Sewan River currently provides 198 liters/second, indicating that its water supply is more than sufficient to meet future needs. Furthermore, both the community and the local government support the development of water resources in the region. This research contributes to identifying sustainable water sources and offers recommendations for improving water management in East Sarmi District to meet health standards and enhance the quality of life.
The Effect of Using Wooden Pile and Cast Concrete Reinforcement on Soft Soil Settlement in Graha Lentera Holtekamp Housing, Jayapura, Papua Korwa, Frans Denny; Karnitullah, Duha Awaludin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison, Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2617

Abstract

Low shear strength will result in low bearing capacity and large (Settlement), even excessive settlement, and the compressibility of the soil will affect the shrinkage of the soil due to the influence of the groundwater level that occurs and will affect the stability of the buildings on it. soil stability through soil improvement techniques and soil reinforcement techniques. Soil improvement techniques are soil stability measures by improving the original soil characteristics, until they meet the technical requirements required by construction, such as increasing the bearing capacity and shear strength of the soil, decreasing soil compressibility, increasing or decreasing soil permeability, and so on. In this study, it was applied to unreinforced soil with a bearing capacity of 950.00 kPa with a qijin of 380.00 kN and with a decrease of 1.861 mm or 4.0%. Soil with reinforcement has a better carrying capacity compared to soil without reinforcement, so that soil with reinforcement gets greater load behavior, from the experiment with reinforcement of wooden piles (CK 8 I) gets a maximum load of 25.10 kN with a decrease of 5.90 mm or 11.80%. The maximum load acting on the ultimate unreinforced (pu) soil on the original soil is 13.68 kN with a qijin carrying capacity of 380.00 kN. Soil with wood pile reinforcement maximum working load of 25.10 kN with a drop of 5.90 mm or 11.80 %. Soil with reinforced cast-concrete maximum working load of 23.50 kN with a drop of 4.50 mm or 9.00 %.
The Effect of Soft Soil Reinforcement Using Gravel Columns and Used Tire Columns in the Graha Lentera Holtekam Residential Area Wandan, Hendra Sakti Muslimin Ali; Kurniatullah, Duha Awaluddin; Mujiati, Mujiati; Bahtiar, Bahtiar; Julison , Bernathius
Journal of Social Research Vol. 4 No. 7 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i7.2618

Abstract

The opening of new land to be used as a location for housing development (KPR) or Shop Houses (Ruko) as residential and business places that may technically not meet the requirements and standards for erecting a construction building in the area, let alone on a mass basis. Because the potential for construction failures is very prone to occur, such as land subsidence (Settlement). These factors must be found to increase the carrying capacity of the land so that it can meet the requirements to erect a construction building that is safe, economical and at the same time the life of the building can be longer. Based on the description mentioned above, the researcher is interested in modeling carried out in the engineering laboratory of Cenderawasih University with sakla 1; 50, this research was carried out there are three types, namely soil without reinforcement, soil with a 6 cm diameter gravel column reinforcement with a depth variation of 4 cm and 8 cm, and soil with a 6 cm diameter used tire column with a depth variation of 4 cm and 6 cm. This test is carried out by applying pressure or load in a vertical direction, The tool used is in the form of a hydraulic jack by paying attention to the load reading dial and the drop reading dial until the reading is fixed or the drop dial does not show any further decline. Based on the results of the analysis of this study, it was obtained that: The test was applied on soil without reinforcement obtaining an ultimate load of 950.00 kpa with a qijin of 380.00 kpa, soil with the reinforcement of gravel columns with the greatest carrying capacity of 1,849 Kpa with a qijin of 739.444 kN or producing a carrying capacity 95% greater than the soil without reinforcement.
The Effect of the Construction Contract System on the Quality of Contractors' Work in Road and Bridge Construction Projects in Mountainous Papua Province Lani, Yompi; Julison, Bernathius; Rusim, Dewi Ana; Mujiati, Mujiati; Bahtiar, Bahtiar
Journal of Social Research Vol. 4 No. 11 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i10.2810

Abstract

The Lumpsum contract system with a Fix Price value with the financing system is Contractor's Full Prefinanced (CPF). This system will be implemented for owners to ease costs, considering that financing is charged to contractors 100%. and paid 30 days after the minutes of the PHO were signed by both parties, Rato (20018). One of the contract systems used in the contract for the purchase of a construction project is the Remeasure Contract (Unit Price). Bridge construction infrastructure is one of the land transportation infrastructure that has an important role in the distribution of goods and services as well as mobility for the community and other economic sectors. Therefore, bridge construction plays a very important role in economic growth in a region. From the above background, the author needs to re-analyze a construction project in the Mountainous Papua Province in terms of the quality of work of the contractor, the lumpsum contract system, and the unit price contract system in the bridge construction project. The results of this study are as follows: the effect of the Lumpsum contract system on the quality of contractors' work in road and bridge construction projects is GOOD. The effect of the Unit Price contract system on the quality of contractors' work in road and bridge construction projects is GOOD. There is no effect of the contract system on the quality of contractors' work on road and bridge construction projects in Papua Mountainous Province.
Co-Authors A. Ginong Pratikno A. Tawulo, Megawati Abady, Restu Abd. Rahman Abdain Abdain, Abdain Abdul Aziz Abdul Hamid Abdul Malik Abdullah Abdullah Abdullah Al Mamun Acob, Joel Rey Ugsang Ade Haerullah Adhar, Yusuf Idin Afandy, Ibnu Agus Abhi Purwoko Agus Indiyanto Ahmad Abdul Ghofar Abdulloh AHMAD, ERWAN Ahzan, Sukainil Aji, Rozan Asyrofi Rakyan Risang Akbar, Muh Al Idrus, S. Ali Jadid Aldian, Hendy Aliansyah, Rafli Alimin Alimin, Alimin Alimuddin, Nurkhaerat Ambo Upe Aminuddin, Muhamad Anak Agung Istri Sri Wiadnyani Angga Setiawan Angriani, Sri Anita Marwing, Anita Anjarsari, Ela Anoesyirwan Moeins Apriawati, Sina Arief Andriyanto, Arief Arief Budiono Aris Doyan Arlovin, Teguh Arniyanti, Arniyanti Ashabul Kahfi, Muhammad Aslan Aslan, Aslan Asma Bio Kimestri Asmu’i, Faishal Asri, Laelatul Asriyana, . Aswal Salewangeng AUTA, Tanko Titus Auta, Tanko Titus Titus Ayu, Febri Ayu, Yusmar Yusuf Ayun Sriatmi Ayyubi, Muhktarram Badrun Badrun Baharuddin Baharuddin Baharuddin, La Ode Bahtiar Baiq Yuni Wahyuningsih Bakri Yusuf, Bakri Balubi, Abdul Muis Baso Hasyim Bernathius Julison Betteng, Ronald Arthur Cahya, Wahyuni Dwi Casman, Casman Chasan Bisri Chomsin S. Widodo Dahlia Hidayati, Dahlia Damsid, Damsid Darazat, Zakiyah Darmun, Darmun Darwis, Andi Nurul Hafiza Daud, Roni Dewi Anggraini Dewi Kusumaningsih Dian Agustina diantama, suarifqi Didik R. Santoso Dirani, Anggelini Cahya Djabir, Muhammad Duha Awaluddin Kurniatullah Dwi Nopriyanto Dwi wahyudiati, Dwi Elthia, Memey Wardani Emiyarti Erlina Erlina Ermayanti Ishak, Ermayanti Ernawati, Wa Ernita, Nevi Ernita, Nevi Faisal Nur, Syukma Ramadhani Faizal Nur, Syukma Rhamadani Fardi, yayu Faresta, Rangga Alif Fathurozak, Fathurozak Fatkhurozak, Fatkhurozak Fatmawati Fatmawati Fatmawati, Fatmawati Fauzi, Asri Fawziah Zahrawati B Findra, Muhammad Nur Fradianto, Ikbal Gummah, Sifaul Gummah, Syifaul Hadini, Hairil Adzuliyatno Hafith, Abdul Hakim, Muh. Haidir Hakim, Syamsul Hamdanah Hamdanah Hamka Hamka, Hamka Hammad, Hammad Hamsina Hamsina Handoyo Handoyo Hapipah, Laelatul Hapsari, Rafif Naufi Waskitha Hariki Fitrah Haris Munandar Hasani, Ruslan Haslianti Hasmiati Hasmiati Hasnawati Hasnawati Helfiyanti, Yanis Heniarti, Heniarti Herawaty, Hasmiah Heriansyah Herman, Arfian Alinda Heru Santoso Wahito Nugroho Herwin Herwin, Herwin Hi. Tauhid, Yusri Hidayat, Hapsah Usman Husen, Ica Husnul Hidayati I Putu Suiraoka Ibrahim Ibrahim Ibrahim Ibrahim, Intan Soliha Idrus, Ali Jadid Al Ilahude, Meygi Caesarika Putri Ilham Ilham Imranfahrudi, Imranfahrudi Indah Sari Lubis, Indah Sari Indasari, Indasari Indradewa, Rhian Intening, Vivi Retno Iskandar Muda Iskandar, Safitra Ismail Ismail Ismayani, Lilis Ismoyowati, Tri Wahyuni Jali, Wa jamaluddin hos Jamaluddin, Fitriani Jayadisastra, Yoenita Juliarti, Salsabila Jumaisa, Jumaisa Junaidi Junaidi Junaiti Sahar Kaddase, Muh. Thayyib Kahfi, Muhammad Ashabul Kaimudin, Sintia Kamri, Syamsul Karnitullah, Duha Awaludin Kasim, Sulpian Sahdatun Khairani, Cut Khasanah, Muthi’atul Khasbulloh, M. Wahab KHOIRUL ANAM Khumaidi Khumaidi Kianawati, Kianawati Koesmantoro, Hery Korwa, Frans Denny Kristina, Nurmaya Kusumawati, Hanis La Anadi, La la aso, La Aso La Ode Baytul Abidin La Ode Baytul Abidin La Ode Dirman, La Ode La Ode Muhammad Arsal Lalu A. Didik Lalu Ahmad Didik Meiliyadi Lani, Yompi Lanopi, Tamrin Larahidu, Jalmia Lauba, Nurhasia Lawelle, Sjamsu Alam Leo Soemardji Limbong, Anastasia Lukman Hakim Lukman, A Ismail M. Nasir Tamalene Maay, Gedrida Yacoba Mahan, Fitris Mahmud, Wa Ode Defina Maimun Maimun Manalu, Janviter Marhani Marhani Mas'ud, Abdu Mas’ud, Abdu Masri, Subekti Maulita, Cut Eliza Melati, Nimsi Mendra, Yogi Swara Putra Muchran, Muchriady Mudjiati, Mudjiati Muh Addarunnafis Muh. Iqbal Muh. Nurul Haq Amaluddin Muhaimin Hamzah Muhammad Fajar Purnama Muhammad Fajar Purnama Muhammad Ikhsan Muhammad Kamil Muhammad Sadat Hamzah Muhammad Wardhani Muhammad, Yuyun Muhana, Muriyana Muhtar, Yeyen Pratiwi Mujahid Mujahid, Mujahid Mujiati Mujiati Muliyadi, Lalu Munsir, Munsir Musanni Musanni, Musanni Mustari Mustari Mustofa, Hisbulloh Als Mutmainnah, Asri Ainun Najamuddin Najamuddin, Najamuddin Nasir Tamalene, M Natsir Sandiah Ningsi Saibi, Ningsi Nur Akbar, Nur Nur Santy Asminaya Nur'aini, Nur'aini Nur, Syukma Nur, Syukma Rhamadani Faizal Nurfarida, Nurfarida Nurgayah, Wa Nurhayati Nurhayati Nurjazuli Nurjazuli Nurlaila Fitriani Nurul Yakin P., Hermawati. Padlun, Sri Paseleng, Roastika Salenda Patadjai, Andi Besse Peribadi, Peribadi Pineda, Chester Ian S. Pobi, Wiyana Pradana, Anung Ahadi Purnama, Muhammad Purwoko, Agus Abi Putri, Anindyaningrum Zainal Putri, Aulia Aprioni Putu Nara Kusuma Prasanjaya Qusaeri, Muammar Afif Al Rading, Astira Ragu Harming Kristina Rahayu, Teta Puji Rahman Rahman Rahmatullah, Rizka Rahmayanti, Indra Rahmi Novalita Ramadania, Riska Ramadhan Ramadhan Rante, Harmonis RASNI, RASNI Rasyid, Magfirah Ratna Supiyah, Ratna Regina, Dea Tri Ridha, Arif Ridwan, Harnina Risfandi Riska Eka Putri, Riska Eka Roidatuljanah, Umiyati Romadhoni, Buyung Rony, Zahara Tussoleha Rosadi, Ariani Rosniar Rosniar, Rosniar Rumagit, Mexan Andry Ruminem, Ruminem Rusim, Dewi Ana RUSTAN EFENDY, RUSTAN Sabar, Mesrawaty Sabila, Nurul Hakiki Sabiro, Dadang Sabrina, Ratu Safilu Safilu Salahuddin Salahuddin Salewangen, Aswal Salman Alfarisi Salwiyah Samsugito, Iwan Sanglar Polnok, Sanglar Saputri, Wiwi Sari, Nindia Wulan Sari, Yekti Nila Sarpin Sarpin, Sarpin SATRIYAS ILYAS Seri Murni Shalehah, Mar’atus Sholichin Sholichin, Sholichin Sihaloho, Roy Chandra Singgih Daru Kuncara Slamet Hariyadi Sonata, Eviana Sonata, Ilham St. Rukaiyah SUGENG SUROSO, SUGENG Suharti Suhartina Suhartina, Suhartina Suharty Roslan, Suharty SUHIRMAN SUHIRMAN Sukran, Sukran Sukriyadi, Sukriyadi Sulsalman Moita, Sulsalman Sumarni M. Sunarto Sunarto Suparji Suparji Suparman Suparman Suranti, Ni Made Yeni Surtinah, N. Susilawati, Susilawati Suwarjoyowirayatno, Suwarjoyowirayatno Suyuti, Nasruddin Syafrizal Syafrizal Syahrianti Syam, Syahrianti Syahrun, Syahrun Syamsul Bahri Tadzkirah, Tadzkirah Taher, Dharmawaty M. TAKDIR SAILI Takdir Takdir, Takdir Tala, W.D. Syarni Tala, WD. Syarni Tanzil Tanzil, Tanzil Taslim D. Nur, Taslim D. Taula, Taula Tawulo, Megawati A. Tri Ayu Lestari Natsir Trisnawati, Ria Tsauri, Ahmad Sufyan Tunda, Amin Tuwu, Darmin Udhi Eko Hernawan, Udhi Eko Umi Salamah Usmar Usmar, Usmar Veriyallia, Vera Wahab, Julfadli Wahid, Karmila Wahyudi, Farizal Wahyuni Husain, Wahyuni Wahyuni, Ungki Wandan, Hendra Sakti Muslimin Ali Wandi Wandi Wandi, Wandi Wanimbo, Yaro Wartono, Tono Wenten, I Ketut Wiadnyana, Gede Widana, I Dewa Ketut Kerta Widyatuti, Wdiyatuti Widyawati Widyawati Wiliyanto, Wiliyanto Windi Mudriadi Yacub, Andi Yoyon Supriadi Yudi Yulius Yulanda, Nita Arisanti Yumima Sinyo Yusmar Yusuf Zalpiana, Zalpiana Zulkarnaen Zulkarnaen Zulkifli Ahmad