Pusat Jurnal Ilmiah Universitas Pasir Pengaraian
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ANALISIS KERUSAKAN JALAN PADA RUAS JALAN SIMPANG KUMU-KOTA TENGAH KABUPATEN ROKAN HULU METODE PAVEMENT CONDITION INDEX (PCI)
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Ruas Jalan Simpang Kumu-Kota Tengah adalah salah satu jalur utama yang memiliki tingkat lalu lintas tinggi karena berfungsi sebagai penghubung antara pusat kegiatan ekonomi, pendidikan, dan pemerintahan. Seiring waktu, kondisi jalan ini mengalami penurunan kualitas akibat berbagai faktor, seperti beban lalu lintas yang berat, perubahan cuaca, serta kurang optimalnya pemeliharaan.Untuk mengidentifikasi tingkat kerusakan jalan, diperlukan metode yang terukur. Salah satu metode yang sering digunakan adalah Pavement Condition Index (PCI). Membagi segmen jalan dengan jarak 100 meter, menentukan jenis kerusakan dan tingkat kerusakan, mengukur dimensi kerusakan setiap jenis tipe kerusakan, mencatat hasil pengukuran ke dalam form survei. Dari hasil pengamatan dilapangan dan pengolahan data diperoleh bahwa, jenis kerusakan pada segmen jalan simpang kumu-kota tengah dengan parameter Pavement Condition Index (PCI) adalah lubang, retak kulit buaya, tambalan, amblas, bahu turun, retak pinggir, dan sungkur. Jenis kerusakan lapis perkerasan yang terjadi pada ruas Jalan simpang kumu-kota tengah, Kabupaten Rokan Hulu pada Sta 0+000 s/d Sta 0+1+400 dengan parameter Pavement Condition Index (PCI) yaitu amblas 60%, bahu turun 12%, retak pinggir 8%, sungkur 8%, tambalan 6%, retak kulit buaya 5%, dan lubang 1%. Berdasarkan nilai rerata PCI yaitu 69.35 maka kondisi Ruas Jalan Simpang Kumu-Kota Tengah, Kabupaten Rokan Hulu adalah Good (baik) dimana perkerasan dalam kondisi cukup baik dengan beberapa retak berkelanjutan dan keausan permukaan, tetapi cukup nyaman untuk dilalui, dan untuk penanganannya adalah pemeliharaan rutin..
Abstract
The Simpang Kumu-Kota Tengah road section is one of the main routes that has a high level of traffic because it functions as a link between economic, educational, and government centers. Over time, the condition of this road has decreased in quality due to various factors, such as heavy traffic loads, weather changes, and less than optimal maintenance. To identify the level of road damage, a measurable method is needed. One method that is often used is the Pavement Condition Index (PCI). Dividing road segments with a distance of 100 meters, determining the type of damage and level of damage, measuring the dimensions of damage for each type of damage, recording the measurement results in a survey form. From the results of field observations and data processing, it was obtained that the types of damage to the Simpang Kumu-Kota Tengah road segment with the Pavement Condition Index (PCI) parameters were holes, crocodile skin cracks, patches, collapses, lowered shoulders, edge cracks, and sungkur. The type of pavement damage that occurred on the Simpang Kumu-Kota Tengah road section, Rokan Hulu Regency at Sta 0+000 to Sta 0+1+400 with the Pavement Condition Index (PCI) parameters, namely 60% subsidence, 12% shoulder subsidence, 8% edge cracks, 8% slump, 6% patch, 5% crocodile skin cracks, and 1% hole. Based on the average PCI value of 69.35, the condition of the Simpang Kumu-Kota Tengah road section, Rokan Hulu Regency is Good where the pavement is in fairly good condition with several continuous cracks and surface wear, but comfortable enough to pass, and for handling it is routine maintenance
ANALISIS KINERJA PUTAR BALIK (U-TURN) SIMPANG TULANG GAJAH TERHADAP ARUS LALU LINTAS PADA RUAS JALAN TUANKU TAMBUSAI PASIR PENGARAIAN MENGGUNAKAN METODE PEDOMAN KAPASITAS JALAN INDONESIA (PKJI) 2023
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Penelitian ini bertujuan untuk Untuk Mengetahui waktu rata-rata dan Derajat Kejenuhan yang dibutuhkan kendaraan saat melakukan putar balik dijalan Tuanku Tambusai serta menganalisis Tingkat pelayanan Level Of Service pada fasilitas putar balik dijalan Tuanku Tambusai berdasarkan PKJI 2023, dengan mempertimbangkan parameter-parameter seperti kecepatan kendaraan, waktu tempuh, dan kapasitas jalan. Berdasarkan hasil penelitian yang dilakukan di Simpang Tulang Gajah pada ruas Jalan Tuanku Tambusai, Pasir Pengaraian, dapat disimpulkan bahwa Volume kendaraan U-Turn tertinggi tercatat pada hari Senin sebesar 928,25 smp/jam, Kecepatan kendaraan tertinggi saat melakukan U-Turn terjadi pada hari Rabu sebesar 550,97 (menit), sedangkan waktu tempuh tertinggi terjadi pada hari Sabtu, yaitu sebesar 376,18 menit. Kapasitas jalan di lokasi penelitian tercatat sebesar 1.653 smp/jam, dan seluruh nilai derajat kejenuhan (DS) berada di bawah 0,60, yang berarti tingkat pelayanan berada pada kategori A atau sangat lancar.
Abstract
This study aims to determine the average time and degree of saturation required for vehicles when making U-turns on Tuanku Tambusai Road, as well as to analyze the level of service at the U-turn facility on Tuanku Tambusai Road based on PKJI 2023, taking into account parameters such as vehicle speed, travel time, and road capacity. Based on the results of the study conducted at the Tulang Gajah intersection on Tuanku Tambusai Road, Pasir Pengaraian, it can be concluded that the highest U-turn vehicle volume was recorded on Monday at 928.25 vehicles per hour, the highest vehicle speed during a U-turn occurred on Wednesday at 550.97 minutes, while the highest travel time occurred on Saturday at 376.18 minutes. The road capacity at the study location was recorded at 550.97 minutes, while the highest travel time occurred on Saturday at 376.18 minutes. The road -turn was on Wednesday at 550.97 (minutes), while the highest travel time was on Saturday at 376.18 minutes. The road capacity at the research location was recorded at 1,653 smp/hour, and all saturation degree (DS) values were below 0.60, meaning the service level was in category A or very smooth
ANALISA CALIFORNIA BEARING RATIO (CBR) PADA RUAS JALAN LINGKAR BOTER PASIR PENGARAIAN
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Pembangunan kontruksi di Indonesia semakin berkembang pesat seperti jalan, bangunan, jembatan dan lainnya. seperti yang diketahui bahwa pembangunan tidak terlepas dari tanah dasarnya. Tanah dasar atau subgrade merupakan material yang sangat berpengaruh dan berperan penting dalam pembangunan kontruksi, dengan hal ini diperlukan tanah yang supaya memiliki nilai daya dukung yang tinggi buat menahan beban yg berada diatasnya. Tujuan dari penilitian ini adalah untuk mengetahui sifat fisik tanah yang terdapat di Jalan. Lingkar Boter Pasir Pengaraian serta mengetahui nilai California Bearing Ratio (CBR) rendaman di lokasi penelitian. Hasil penelitian jenis tanah subgrade pada 4 titik Lokasi pengambilan sampel sesuai AASHTO termasuk kelompok A – 6 dengan jenis tanah berlempung dan bedasarkan USCS termasuk pada kelompok SC yaitu pasir lempung, campuran pasir-lempung. Nilai CBR laboratorium titik 1 sebesar lima,80%, titik 2 sebanyak 6,10%, titik 3 sebanyak 6,10% serta titik 4 sebesar 10,60%. Hasil ini menunjukan bahwa nilai CBR tadi berdasarkan AASHTO dan SNI 1744:2012 termasuk kategori cukup – baik sebagai bahan subgrade.
Abstract
Construction development in Indonesia is growing rapidly such as roads, buildings, bridges and others. As is known that development cannot be separated from the underlying soil. The underlying soil or subgrade is a material that is very influential and plays an important role in construction development, with this, soil is needed so that it has a high bearing capacity value to withstand the load above it. The purpose of this study is to determine the physical properties of the soil on Jalan. Lingkar Boter Pasir Pengaraian and to determine the California Bearing Ratio (CBR) value of immersion at the research location. The results of the study showed that the type of subgrade soil at 4 sampling locations based on AASHTO is included in group A - 6 with clay soil types and based on USCS is included in the SC group, namely clay sand, a mixture of sand and clay. The CBR value of the laboratory point 1 is 5.80%, point 2 is 6.10%, point 3 is 6.10% and point 4 is 10.60%. These results show that the CBR value based on AASHTO and SNI 1744:2012 is included in the category of meeting the requirements as road subgrade material
ANALISA KAPASITAS RUAS JALAN MENGGUNAKAN MANUAL KAPASITAS JALAN INDONESIA (MKJI) PADA RUAS JALAN TUANKU TAMBUSA PEKANBARU
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Tujuan penelitian ialah mengetahui karakteristik ruas, menganalisa kapasitas dan mengevaluasi tingkat pelayanan ruas jalan Tuanku Tambusai Kota Pekanbaru.
Penelitian dilakukan pada hari libur dan hari kerja dengan masing-masing selama 3 jam, untuk pagi dari jam 06.00 09.00 dan utuk sore dari jam 15.00 18.00. penelitian ini menggunakan pendekatan Metode Kapasitas Jalan Indonesia 1997 MKJI 1997. Kapasitas lalu lintas pada jalan Tuanku Tambusai Pekanbaru berupa volume kendaraan tertinggi terjadi pada hari Selasa pagi pada jam 06.00 – 07.00 WIB dengan volume sebesar 3705,9 Smp/Jam. Untuk kapasitas jalan Tuanku Tambusai mempunyai kapasitas 3,207 Smp/jam, dengan derajat kejenuhan 1,067. Tingkat pelayanan jalan Tuanku Tambusai termasuk dalam kategori tingkat pelayanan E, dimana volume lalu lintas mendekati atau berada pada kapasitas maksimal, arus lalu lintas tidak stabil dengan kondisi yang sering terhenti.
Abstract
The purpose of this study was to determine the characteristics of the road section, analyze its capacity, and evaluate the level of service of the Tuanku Tambusai road section in Pekanbaru City. The research was conducted on holidays and working days, each lasting 3 hours, from 6:00 a.m. to 9:00 a.m. in the morning and from 3:00 p.m. to 6:00 p.m. in the afternoon. This research used the 1997 Indonesian Road Capacity Method (MKJI 1997) approach. The highest traffic volume on the Tuanku Tambusai road in Pekanbaru occurred on Tuesday morning from 06:00 to 07:00 WIB with a volume of 3705.9 Smp/hour. Tuanku Tambusai Road has a capacity of 3,207 Smp/hour, with a saturation level of 1.067. The service level of Tuanku Tambusai Road is categorized as E, where the traffic volume is close to or at maximum capacity, and traffic flow is unstable with frequent stops
EVALUASI KAPASITAS TAMPUNGAN SALURAN DRAINASE DI JALAN SYEH ABDUL RAUF DESA RAMBAH TENGAH HILIR KECAMATAN RAMBAH
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Saluran drainase memiliki fungsi sebagai tempat mengalirnya limpasan air hujan sehingga kapasitasnya harus dijaga tetap mampu menampung seluruh limpasan air hujan dari daerah tangkapan air. Kelebihan air yang tidak tertampung oleh jaringan drainase di suatu wilayah, menyebabkan genangan air di permukaan salah satunya saluran drainase yang terletak dijalan Syeh Abdul Rauf Desa Rambah Tengah Hilir, Kecamatan Rambah. Penelitian Evaluasi Kapasitas tampungan saluran drainase ini bertujuan untuk mengetahui debit aliran dan kapasitas tampungan saluran serta menganalisis menggunakan software Hec-Ras. Pengumpulan data primer didapatkan dari pengukuran kondisi existing saluran sepanjang 100m dibagi setiap STA 10m dan data sekunder berupa data curah hujan dan jumlah penduduk. Hasil hitungan debit rencana akan digunakan untuk mensimulasikan kapasitas saluran dengan menggunakan software Hec-Ras. Hasil perhitungan debit rencana kala ulang 5 tahun didapat debit sebesar 0,2391 m3/det dan hasil evaluasi perhitungan dan perbandingan pemodelan Hec-Ras, kapasitas saluran drainase setiap cross section dari STA tidak dapat menampung debit aliran yang ada.
Abstract
The function of the drainage channel is as a place for rainwater runoff to flow, so its capacity must be maintained and able to accommodate all rainwater runoff from the water catchment area. Excess air that is not accommodated by the drainage network in an area causes air to accumulate on the surface of one of the drainage channels located on Jalan Syeh Abdul Rauf, Rambah Tengah Hilir Village, Rambah District. This drainage channel storage capacity evaluation research aims to determine the flow discharge and channel storage capacity and analyze it using Hec-Ras software. Primary data collection was obtained from measuring the condition of the existing channel along 100m divided by 10m per STA and secondary data in the form of rainfall and population data. The results of the planned discharge estimates will be used to increase channel capacity using Hec-Ras software. The results of the calculation of the 5-year re-annual plan discharge were obtained a discharge of 0.2391 m3/sec and the results of the evaluation of the calculation and comparison of Hec-Ras modeling, the capacity of the drainage channel of each cross from at the point of STA could not accommodate the existing flow discharge
PENGARUH PERENDAMAN AIR GAMBUT DAN AIR GARAM TERHADAP NILAI KUAT TEKAN DAN ABSORPSI MORTAR YANG DISUBSTITUSI ABU SAWIT (PALM OIL FUEL ASH)
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Indonesia merupakan salah satu negara yang memiliki lahan gambut terbesar di dunia. Permasalahan yang mendasar adalah bahwa tidak semua proyek konstruksi di Indonesia berada pada daerah yang bebas dari pengaruh air gambut dan air garam, yang berpotensi merusak dan menyerang kalsium, mengurangi kekuatan dan mempercepat korosi mortar serta menyebabkan penurunan kuat tekan yang signifikan dalam jangka panjang. Penggunaan bahan tambahan seperti abu sawit (Palm Oil Fuel Ash) dapat meningkatkan ketahanan mortar dilingkungan agresif karena memiliki kandungan silika yang relative tinggi sehingga bila unsur ini dicampur dengan semen akan menghasilkan kekuatan mortar yang lebih tinggi. Penelitian ini bertujuan untuk mengetahui pengaruh perendaman air gambut dan air garam terhadap nilai kuat tekan dan absorpsi mortar yang di subtitusi abu sawit (Palm Oil Fuel Ash). Penelitian ini menggunakan metode penelitian deskriptif kuantitatif dengan uji coba atau eksperimen, pengujian kuat tekan yang dimodifikasi dengan penggunaan alat CBR (California Bearing Ratio). Variasi persentase abu sawit yang digunakan dalam penelitian ini sebesar 15% dari berat semen. Mortar tersebut dilakukan curing (dengan merendam benda uji dalam air) menggunakan air biasa, air gambut dan air garam dengan umur perendaman 28, 56 dan 90 hari. Pengujian yang dilakukan adalah kuat tekan dan absorpsi (penyerapan). Hasilnya menunjukkan adanya pengaruh paparan air gambut dan air garam terhadap mortar, Dimana nilai kuat tekan tertinggi pada air gambut terdapat pada umur 56 hari sebesar 12,12 Mpa, dan nilai kuat tekan terendah pada air gambut terdapat pada umur 28 hari sebesar 9,81 Mpa. Sedangkan nilai kuat tekan tertinggi pada air garam terdapat pada umur 90 hari sebesar 11,67 Mpa, dan nilai kuat tekan terendah pada air garam terdapat pada umur 28 hari sebesar 10,58 Mpa. Sedangkan hasil nilai absorpsi tertinggi pada air gambut terdapat pada umur 28 hari sebesar 0,0212%, dan nilai absorpsi terendah pada air gambut terdapat pada umur 56 hari sebesar 0,0167%. Sedangkan nilai absorpsi tertinggi pada air garam terdapat pada umur 28 hari sebesar 0,0177%, dan nilai absorpsi terendah pada air garam terdapat pada umur 56 hari sebesar 0,0132%. Dilihat dari hasil penelitian dapat disimpulkan bahwa mortar dengan variasi 15% abu sawit yang direndam air gambut lebih baik dibandingkan air garam dilihat dari nilai kuat tekan. Ditinjau terhadap klasifikasi mortar berdasarkan SNI-03-6882-2002 maka jenis mortar hasil penelitian ini berdasarkan nilai kuat tekannya masuk dalam (klasifikasi mortar tipe N).
Abstract
As one of the developing countries, Indonesia has a lot of peatlands and that makes it the largest in the world. The fundamental problem is that not all construction projects throughout Indonesia where the influence of peat water and salt water is absent, which has the potential to damage and attack calcium, reduce strength and accelerate mortar corrosion and cause a significant decrease in compressive strength in the long term. The use of additional materials such as palm oil fuel ash can increase the resistance of mortar in aggressive environments because it has a relatively high silica content so that if this element is mixed with cement it will produce higher mortar strength and resistance. The purpose of this study was to determine how soaking peat water and salt water affects the compressive strength and absorption values of mortar produced from palm oil fuel ash, also known as palm oil ash. Quantitative descriptive research is used with trials or experiments, compressive strength testing modified by using the CBR (California Bearing Ratio) tool. The variation in the percentage of palm ash used in this study is 15% of the weight of the cement. The mortar was cured (by soaking the test object in water) using ordinary water, peat water and salt water with a soaking age of 28, 56 and 90 days. This test uses strong pressure and absorption. The results show the influence of exposure to peat water and water with salt in mortar, where the highest peat water compressive strength value is at the age of 56 days at 12.12 Mpa, and peat water has the lowest pressure at the age of 28 days at 9.81 Mpa. While the highest compressive strength value of salt water is at the age of 90 days with a value of 11.67 Mpa, and salt water has the lowest pressure at the age of 28 days at 10.58 Mpa. While the highest absorption value in peat water is at the age of 28 days with a percentage of 0.0212%, and the lowest absorption value in peat water is at the age of 56 days at 0.0167%. Meanwhile, the highest absorption value in salt water was found at the age of 28 days, equivalent to a value of 0.0177%, and the lowest absorption value in salt water was found at the age of 56 days at 0.0132%. The results of the study allow us to conclude that mortar with a variation of 15% palm ash soaked in peat water is better than salt water in terms of compressive strength. Viewed and examined against the mortar classification according to SNI-03-6882-2002, the type of mortar found in this study is based on its compressive strength value included in (mortar classification type N)
EVALUASI KINERJA RUAS JALAN HR. SOEBRANTAS – JALAN RAYA PEKAN KOTA PEKANBARU: (Studi Kasus : Jalan HR. Soebrantas, Panam Pekanbaru)
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Penelitian ini bertujuan untuk mengevaluasi kinerja ruas jalan HR. Soebrantas – Jalan Raya Pekan serta mengetahui tingkat pelayanan (Level Of Service/LOS) dengan menggunakan metode Manual Kapasitas Jalan Indonesia (MKJI) 1997. Survey dilakukan secara langsung dilapangan dengan mencatat volume lalu lintas selama tiga hari, yaitu Minggu, Senin dan Rabu pada jam-jam puncak yaitu pada pagi pukul 07.00 – 08.00 WIB dan sore pukul 16.00 – 17.00 WIB. Dari hasil penelitian yang dilakukan selama tiga hari di dapat volume lalu lintas tertinggi terjadi pada hari Senin pagi pada pukul 07.00 – 08.00 WIB dengan volume sebesar 2082,5 Smp/Jam dan kapasitas sebesar 3399 Smp/Jam. Maka di peroleh nilai derajat kejenuhan sebesar 0,61. Nilai ini masih berada di ambang batas 0,75, sehingga kinerja ruas jalan dinilai cukup baik dengan tingkat pelayanan kategori C, yang artinya arus lalu lintas stabil meskipun terdapat sedikit keterbatasan dalam memilih kecepatan oleh pengemudi. Berdasarkan hasil tersebut temuan ini menjadi dasar bahwa meskipun kondisi jalan saat ini masih memadai, perlu dilakukan manajemen lalu lintas yang berkelanjutan dan pengendalian hambatan samping untuk menjaga kinerja ruas jalan tetap optimal di masa mendatang
Abstract
This study aims to evaluate the performance of the HR. Soebrantas–Jalan Raya Pekan road segment and to determine its Level of Service (LOS) using the Indonesian Highway Capacity Manual (MKJI) 1997 method. The survey was conducted directly in the field by recording traffic volumes over three days—Sunday, Monday, and Wednesday—during morning peak hours (07:00–08:00 WIB) and afternoon peak hours (16:00–17:00 WIB). Based on the results showed that the highest traffic volume occurred on Monday morning from 07:00–08:00 WIB with a volume of 2082.5 pcu/hour and a capacity of 3399 pcu/hour. Based on these findings, the degree of saturation obtained was 0.61. This value is still within the threshold of 0.75, indicating that the road performance is considered fairly good with a Level of Service in category C, meaning that traffic flow remains stable although drivers experience slight limitations in speed selection. Based on these results, it can be concluded that although the current road condition is still adequate, sustainable traffic management and control of side frictions are necessary to maintain optimal road performance in the future
PERSEPSI MASYARAKAT TERHADAP TINGKAT KENYAMANAN JALUR PEJALAN KAKI DI JALAN HANGTUAH KOTA PEKANBARU
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Jalur pejalan kaki merupakan salah satu elemen penting dalam sistem transportasi perkotaan yang mendukung mobilitas masyarakat, terutama di kota-kota besar. Namun, kenyataan di lapangan menunjukkan bahwa banyak jalur pejalan kaki yang tidak memenuhi standar kenyamanan yang mempengaruhi persepsi masyarakat. Tujuan penelitian ini untuk mengetahui karakteristik pejalan kaki, mengetahui faktor apa saja yang mempengaruhi kenyamanan pejalan kaki, mengetahui persepsi masyarakat terhadap tingkat kenyamanan di jalur pejalan kaki, dengan menggunakan metode observasi langsung menggunakan kuisinoner. Hasil penelitian didapat karakteristik usia terbanyak 21-30 tahun sebanyak 70 orang, segi pekerjaan yang terbanyak yaitu wirausaha/pedagang sebanyak 36 orang, sebanyak 127 orang warga asli Pekanbaru yang melintas, 89 orang laki-laki yang melintas, tujuan perjalanan sebanyak 38 orang melintas dengan kategori lewat saja. Sedangkan faktor yang mempengaruhi kenyamanan dari 8 aspek yang mempengaruhi dengan tingkat persentase paling rendah yaitu sirkulasi pada pertanyaan nomor 2 sebesar 38%, sedangkan aspek paling tinggi aksesbilitas pada pertanyaan nomor 11 sebesar 70%. Dari persentase Tingkat kenyamanan 100% diperoleh tingkat kenyamanan jalur pejalan kaki di jalan Hangtuah memiliki persentase kenyamanan sebesar 56% yang dinyatakan cukup nyaman/netral, hal tersebut di pengaruhi nilai keberadaan pedagang kaki lima di sepanjang trotoar.
Abstract
Pedestrian paths are an important element in the urban transportation system that supports people\u27s mobility, especially in big cities. However, the reality on the ground shows that many pedestrian paths do not meet comfort standards which affects public perception. The aim of this research is to determine the characteristics of pedestrians, to find out what factors influence pedestrian comfort, to find out the public\u27s perception of the level of comfort on pedestrian paths, using a direct observation method using a questionnaire. The research results showed that the most age characteristics were 21-30 years as many as 70 people, in terms of occupation the most were entrepreneurs/traders as many as 36 people, as many as 127 native Pekanbaru residents who passed, 89 men who passed, the purpose of the trip was 38 people who passed in the passing category only. Meanwhile, the factors that influence comfort from the 8 aspects that influence the lowest percentage level are circulation in question number 2 at 38%, while the highest aspect is accessibility in question number 11 at 70%.
From the comfort level percentage of 100%, the comfort level of the pedestrian path on Hangtuah Street has a comfort percentage of 56% which is stated to be quite comfortable/neutral, this is influenced by the value of the existence of street vendors along the sidewalk
THE EFFECT PENGARUH RENDAMAN AIR HANGAT PADA KAKI TERHADAP TINGKAT INSOMNIA PADA LANSIA DI PUSKESMAS DESA TERJUN : PENGARUH RENDAMAN AIR HANGAT PADA KAKI TERHADAP TINGKAT INSOMNIA PADA LANSIA
No full textInsomnia in the elderly generally occurs frequently related to physical and psychological conditions, where the body\u27s condition begins to be vulnerable and mentally begins to become unstable. Many elderly people are not ready to deal with these changes, so that it becomes a burden on their minds and is related to sleep quality, resulting in insomnia. To treat primary insomnia, you can use non-formological therapies such as warm baths. This study aims to determine the effect of warm water immersion on the elderly\u27s feet on the level of insomnia in the elderly at the Waterfall Village Health Center before and after giving warm water immersion in the experimental and control groups.This study used a quasi-experimental method with a nonquivalent control group. The sample consisted of 20 respondents who were divided into 2 groups, namely 10 experimental groups and 10 control groups. With univariate and bivariate data analysis using a parametric test, namely the paired sample T-test. The results showed that the average level of insomnia after being given a warm water immersion in the experimental group was 1.60 while in the control group (posttest) it was 2.00 with a mean difference of -1.400 and a p-value of 0.050 (=0.05). The conclusion of this study showed that there were differences in the effect of warm water immersion on the level of insomnia in the experimental and control groups. It is recommended for the elderly to do it 2 times a week as a way to reduce insomnia.
Keywords: Warm Water Soak, Insomnia Leve
HUBUNGAN KEKURANGAN ENERGI KRONIK (KEK) DENGAN STUNTING DI WILAYAH PUSKESMAS MOJOTENGAH
Full text linkBackground: Stunting is a condition that occurs in toddlers who experience growth failure due to chronic malnutrition during the First 1000 Days of Life (HPK). This can be influenced by maternal factors with a state of Chronic Energy Deficiency (KEK). According to WHO (2016), an estimated 156 million children worldwide suffered from stunting in 2015 or 23% of all children worldwide. Objective: to determine the relationship between KEK and the incidence of Stunting in the Mojotengah Health Center area. Method: this study used a retrospective method with a CrossSectional approach. The study population was stunted toddlers aged 1-4 years in 2022 at the Mojotengah Health Center as many as 367 toddlers. The sampling technique used the Simple Random sampling technique obtained 148 toddler respondents. The measuring instrument used was the documentation sheet from the health center. Data analysis used frequency distribution and the Chi Square test. Research results: Based on the results of the study, it shows that pregnant women with KEK with the incidence of very short child stunting of 66.2% compared to pregnant women with KEK experiencing short child stunting of 33.8%. The conclusion is that there is a relationship between KEK and the incidence of Stunting in children with a p value = 0.013 <0.005. It is recommended that further research can add other factors such as nutrition in pregnant women