Abstract:Damage that occurs on some road segment causing huge lossed, especially for road users such as a long travel time, traffic jam, incident, and etc. In general there variety factor that caused of road damage such as age of the road that has been passed, puddle onthe road surface that cannot flow due to the poor drainage, trafic load excessively repetitive (overloaded). Which can cause life time is shorter than planning. Improper planning, poor monitoring and the implementation is not accordance with the existing plan, in addition to the lack of maintenance costs, delays in budget spending and priorities of improper handling also be the cause. It should be noted in order to avoid decreased in the quality of roads due to damage on road surface. The purpose of this study is to determined damage of the road extent/level using PCI method (Pavement Condition Index), determined the effect of road damage to the speed of vehicle using Regression Analysis method. This research take location in the road segment of Blang Bintang Lama road, and Teungku hasan Dibakoi each road is divided into 7 that being reviewed according to the level of damage. Primary data collected by field actual survey in the form of geometric data, extensive damage to the road, and vehicle speed. The results showed that damage of the road is very affected on the vehicle speed as seen on Blang Bintang Lama in V segment the value of PCI is 10 with failed condition and vehicle speed just reached 5.31 Km/h, while in VII segment PCI value is 87 with perfect road condition (excellent) vehicle speed reached to 58.34 Km/h, so that the equation obtained by regression analysis of Y = (3,571)(0,032) ͯ, while for segment in Teungku Hasan Dibakoi road as seen in III Segment PCI value is 4 with failed condition with vehicle speed just 4.95 Km/h, while in the VII segment PCI value is 88 with perfect road condition (excellent) vehicle speed reached to 68.64 Km/h, so the equation obtained by regression analysis of Y is Y= (3,822)(0,035) ͯ. This suggests that higher levels of road damage will affected to slower speed of vehicle, otherwise the lower level of damage road, will make the higher speed of vehicle.Abstrak: Kerusakan jalan yang terjadi di beberapa ruas jalan menimbulkan kerugian yang sangat besar terutama bagi pengguna jalan seperti waktu tempuh yang lama, kemacetan, kecelakaan, dan lain-lain. Secara umum penyebab kerusakan jalan ada berbagai sebab yaitu umur rencana jalan yang telah dilewati, genangan air pada permukaan jalan yang tidak dapat mengalir akibat drainase yang kurang baik, beban lalu lintas berulang yang berlebihan (overloaded) yang menyebabkan umur pakai jalan lebih pendek dari perencanaan. Perencanaan yang tidak tepat, pengawasan yang kurang baik dan pelaksanaan yang tidak sesuai dengan rencana yang ada, selain itu minimnya biaya pemeliharaan, keterlambatan pengeluaran anggaran serta prioritas penanganan yang kurang tepat juga menjadi penyebabnya. Hal ini perlu diperhatikan agar tidak terjadi penurunan kualitas jalan akibat kerusakan permukaan jalan. Tujuan penelitian ini adalah untuk menentukan tingkat dan jenis kerusakan jalan dengan menggunakan metode PCI (Pavement Condition Index), mengetahui pengaruh kerusakan jalan terhadap kecepatan kendaraan dengan menggunakan metode Analisis Regresi. Penelitian ini mengambil lokasi pada ruas Jalan Blang Bintang Lama dan ruas Jalan Teungku Hasan Dibakoi yang masing-masing jalan terbagi atas 7 segmen yang ditinjau menurut tingkat kerusakannya. Pengumpulan data primer dilakukan dengan survey aktual lapangan yaitu berupa data geometrik jalan, luas kerusakan jalan, dan kecepatan kendaraan. Hasil penelitian menunjukkan bahwa kerusakan sangat berpengaruh terhadap kecepatan kendaraan seperti yang terlihat pada ruas jalan Blang Bintang Lama pada segmen V dengan nilai PCI 10 kondisi jalan gagal (failed) dengan kecepatan kendaraan mencapai 5,37 Km/Jam, sedangkan pada segmen VII nilai PCI sebesar 87 dengan kondisi jalan sempurna (excellent) kecepatan kendaraan mencapai 58,34 Km/Jam, sehingga didapat persamaan dengan metode analisis regresi Y= (3,571)(0,032) ͯ, sedangkan untuk ruas Jalan Teungku Hasan Dibakoi terlihat pada segmen III nilai PCI 4 kondisi jalan gagal (failed) dengan kecepatan mencapai 4,95 Km/Jam, sedangkan pada segmen VII nilai PCI sebesar 88 dengan kondisi jalan sempurna (excellent) kecepatan kendaraan mencapai 68,64 Km/Jam, sehingga didapat persamaan dengan metode analisis regresi Y= (3,822)(0,035) ͯ. Hal ini menunjukkan bahwa semakin tinggi tingkat kerusakan jalan maka semakin rendah kecepatan kendaraan, sebaliknya semakin rendah tingkat kerusakan maka semakin tinggi kecepatan kendaraan.

Good asphalt concrete and good care are required for the highway construction, to support the road capabilities and to raise the quality of asphalt mixture, one step is by adding additives into the asphalt. Additive material used plastic bag waste, while Basalt stone used as material that is raw material from hills. Waste plastic bag can be used in various ways, one of them by adding plastic into an asphalt mixture. Mixing plastic waste into the highway construction has two aims, to minimize plastic waste and to improve the quality of roads. This study was conducted to determine the effect of plastic bag waste use as a substitution of Asphalt Pen 60/70 by using Basalt aggregate toward Marshall’s characteristics of asphalt concrete AC-BC mixture. Initial phase of this research was to calculate Optimum Bitumen Content (OBC). The addition of varied plastic bag waste as an additive respectively 2%, 4%, 6%, and 8% in OBC-0.5, OBC, and OBC + 0.5 from the initial OBC of 5.35%. From the three OBCs, it was taken the highest value at OBC +0.5 of 3.3% for the production of test specimens in plastic OPC variation percentage of ± 2% by determining Marshall’s value and durability. Stability value continued to rise in the percentage of plastic bag waste content variation respectively 1.3%, 3.3%, and 5.3% by 1470.48 kg, kg 1476.28, and 1489.28 kg with 30 minutes immersion (temperature = 600C ) and 1286.42 kg, kg 1316.35, 1345.41 kg with a 24-hour immersion (temperature = 600C). This condition is caused by the additive content that is mixed with asphalt pen 60/70 in the mixture, it causes the adhesion of asphalt with aggregate become better until it reaches a certain value limit, which is at the limit of 5.3% with the best stability value of 1489.28 kg in the 30 minutes immersion and 1345.41 kg in 24-hour immersion. From the comparison of both stabilities, the obtained durability values were 99.84%, so that it met specifications for additive-added mixtures, ≥ 90%.Abstrak: Pembangunan konstruksi jalan raya diperlukan beton aspal yang baik dan perawatan yang baik pula, untuk mendukung kemampuan jalan tersebut dan menaikan mutu campuran beraspal salah satunya dengan menambahkan bahan aditif kedalam aspal.. bahan aditif digunakan limbah plastik kresek, sedangkan untuk material digunakan batuan Basalt yang merupakan bahan baku dari gunung. Limbah sampah plastik ini bisa dimanfaatkan dengan berbagai cara, salah satunya dengan cara menambahkan plastik kedalam suatu campuran aspal. Mencampur sampah plastik kedalam kontruksi jalan raya mempunyai dua tujuan, yaitu meminimalkan sampah plastik dan meningkatkan kualitas jalan. Penelitian ini Tujuan Penelitian dilakukan untuk mengetahui pengaruh pemakaian limbah plastik kresek sebagai subsitusi Aspal Pen 60/70 dengan menggunakan agregat bassalt terhadap karakteristik Marshall campuran aspal beton AC-BC. Tahapan awal penelitian adalah mencari Kadar Aspal Optimum (KAO). Penambahan variasi kantong plastik bekas sebagai aditif secara berturut-turut yaitu 2%, 4%, 6%, dan 8% pada KAO-0,5, KAO dan KAO+0,5 dari KAO awal 5,35%. Dari ketiga KAO tersebut diambil nilai yang tertinggi yaitu pada KAO+0,5 sebesar 3,3% untuk pembuatan benda uji pada persentase variasi plastik KPO ±2% dengan mendapatkan nilai marshall dan durabilitas. Nilai stabilitas terus meningkat pada persentase variasi kadar plastic bekas 1,3%, 3,3% dan 5,3% masing-masing sebesar 1470,48kg, 1476,28kg, dan 1489,28kg dengan rendaman 30 menit (suhu 600C) dan1286,42kg, 1316,35kg, 1345,41kg dengan rendaman 24 jam (suhu 600C). Kondisi ini disebabkan oleh kandungan dalam aditif yang bercampur dengan aspal pen 60/70 di dalam campuran menyebabkan daya lekat aspal dengan aregat menjadi lebih baik hingga mencapai batas nilai tertentu, yaitu pada batas 5,3% dengan nilai stabilitas terbaik yaitu sebesar 1489,28kg pada rendaman 30 menit dan sebesar 1345,41kg pada rendaman 24 jam. Dari perbandingan ke dua stabilitas tersebut maka diperoleh nilai durabilitas sebesar 99,84% sehingga telah memenuhi spesifikasi untuk campuran yang ditambahkan aditif, yaitu sebesar ≥ 90%.

Learning Design is the ordinance used to implement the learning process. The concept of learning design was first used in World War II and beyond. According to Jerrold E. Kemp, at that time psychologists introduced new theories about human learning process, including the importance of detailing the tasks to be learned and implemented, and the need for students to play an active role so they actually learn. The purpose of this research development are: 1) to describe instructional instructional model design with Addie model of Islamic Education subject on repetition materials of Surah Al Ma'un and al Fil in classical, group and individual class V SDN Gedongan 2 Kota Mojokerto according to Expert. 2) To describe instructional instructional model design with Addie model of Islamic Education subject on repetition of Surah Al Ma'un and al Fil in classical, group and individual class V SDN Gedongan 2 Kota Mojokerto according to peers 3) To describe learning model Instructional design with Addie model of Islamic Education subject on material repeating Surah Al Ma'un and Al Fil recitation classically, group and individual class V SDN Gedongan 2 Kota Mojokerto according to students. The selection and use of instructional instructional design model with Addie model correctly can streamline and streamline the implementation of learning. For that purpose the instructional instructional model design with Addie model is absolutely necessary. The product of instructional instructional model design with Addie model of Islamic Education subject on the material repeating Surah Al Ma'un and al Fil memorized classically, this group and individual has been perfected based on analysis of trial data. Based on the steps that have been implemented can be concluded as follows. 1). Instructional instruction model design with Addie model of Islamic Education subject on the material repeating the recitation of Surah Al Ma'un and al Fil in classical, group and individual class V SDN Gedongan 2 Kota Mojokerto according to Expert. Got score of 3.95 with enough category 2) instructional model design with model Addie subjects Islamic Religious Education on the material repetition of Surah Al Ma'un and al Fil in classical, group and individual class V SDN Gedongan 2 City Mojokerto according to peers Got a score of 3.9 with enough category.3) instructional instructional model design with Addie model of Islamic Education subjects on the material repetitively recitation Surah Al Ma'un and al Fil in classical, group and individual class V SDN Gedongan 2 Mojokerto according to the students Is 3.61, it is categorized Self by standard intersection of 0.30 points is sufficiently categorized

Jalur pedestrian adalah salah satu elemen penting pada perkotaan yang mendukung mobilitas pergerakan penduduk dan hal yang tidak bisa dipisahkan dari pengguna jalan terutama pejalan kaki. Jalur pedestrian dalam konteks perkotaan biasanya dimaksudkan sebagai ruang khusus untuk pejalan kaki yang berfungsi sebagai sarana pencapaian yang dapat melindungi pejalan kaki dari bahaya yang datang dari kendaraan bermotor (Iswanto, 2006). Aksesibilitas pejalan kaki sangat ditentukan oleh kondisi pedestrian. Pedestrian harus memenuhi kriteria fisiknya dari segi sarana maupun prasarana bagi pejalan kaki. Kondisi fisik dari pedestrian juga sangat menentukan kualitas pedestrian. Untuk wilayah Kota Banda Aceh, Peunayong merupakan salah satu kawasan sentra bisnis, pusat perdagangan dan jasa serta kawasan heritage sebagaimana ditetapkan dalam RTRW Kota Banda Aceh tahun 2009-2029. Sebagai sentra bisnis dan pusat perdagangan, aktivitas yang terjadi di kawasan ini sangat beragam dengan intensitas tinggi.

The increase in population has impacted on various existing resources particularly in transportation sectors. Motorized transport is one of the noise sources that could cause health problems and further interfere comfort to human. In this case, the noise level needs to be controlled based on the established quality standards as mandated by Ministry of Environment on Decree Number KEP-48 / MENLH / 11/1996 regarding Noise Level Standards. Most of the segments on Manek Roo Road, Sisingamangaraja Road and Gajah Mada Road located in Meulaboh, West Aceh District are roads located in government or private office, education and health buildings. Therefore, this study aimed to determine the noise level due to transportation activities. The study was conducted in the part of the Road and evaluated the buildings in part of Manek Roo Road, Sisingamangaraja Road and Gajah Mada Road located in Meulaboh, such as schools and hospitals to noise level concerning the standard of KEP-48 / MENLH / 11/1996. Data collection conducted in this research consist of primary data and secondary data. Primary data is data obtained directly from the observation such as traffic volume and noise level data while the secondary data obtained from the relevant agencies, and used to support the analysis. The result from the analysis reveals that the noise level due to transportation activities on the part of Road: Manek Roo, Sisingamangaraja, and Gajah Mada in Meulaboh West Aceh at 18 points of measurement is still above the quality standard (> 55 dBA). This noise level may disrupt the activities of schools, hospitals, etc. located along the road so that there is a need for such efforts so that the noise level received can be reduced and meet the specified quality standards.

In order to accommodate the needs of movement with a certain level of service, it is necessary to make an effort to maintain the quality of road services, where one of these efforts is to evaluate the condition of the road surface. Based on the above condition, a research is needed in order to evaluate the condition of pavement in accordance with the type and level of damage by using PCI method.This research was aimed to know the functional condition of pavement on road of Beureunuen - Keumala Border. This research took place on the Beureunuen - Keumala road border which was divided into 2 segments; segment I (Km 7 + 000 s / d Km 9 + 000) and segment II (Km.13 + 000 s / d Km.15+ 000). The primary data collection was done with actual field survey data in the form of length, width, area, and depth of each type of damage that indicates the condition of the roads surface both minor and severe damages. This research was conducted by using Pavement Condition Index (PCI) methods. The results shows that the most common types of damage that occur on road of Beureunuen - Keumala Border are alligator crack, block crack, depression, corrugations, edge crack, rutting, longitudinal crack, patching, potholes, and raveling. Evaluation of damage on segment I of the road on Beureunuen - Keumala border gives result of the average PCI value on segment I of the road on Beureunuen - Keumala is 39,6 with bad condition. The average PCI value of Segment II is 24.7 with very bad condition. The type of maintenance required on road of Beureunuen-Keumala border is periodic maintenance on segment I and reconstruction on segment II.Abstrak: Agar dapat tetap mengakomodasi kebutuhan pergerakan dengan tingkat layanan tertentu maka perlu dilakukan suatu usaha untuk menjaga kualitas layanan jalan, dimana salah satu usaha tersebut adalah mengevaluasi kondisi permukaan jalan. Berdasarkan keadaan tersebut di atas, maka diperlukan penelitian untuk mengevaluasi kondisi perkerasan jalan sesuai dengan jenis dan tingkat kerusakan dengan menggunakan metode PCI. Tujuan penelitian ini adalah untuk mengetahui kondisi fungsional perkerasan pada ruas jalan Beureunuen – Batas Keumala. Penelitian ini mengambil lokasi di ruas jalan Beureunuen – Batas Keumala yang terbagi atas 2 segmen dengan segmen I (Km. 7+000 s/d Km. 9+000) dan segmen II (Km.13+000 s/d Km. 15+000). Pengumpulan data primer dilakukan dengan survei aktual lapangan yaitu berupa data panjang, lebar, luasan, serta kedalaman tiap jenis kerusakan yang menunjukan skala kondisi permukaan jalan dari keadaan rusak ringan sampai rusak berat. Penelitian ini dilakukan dengan Pavement Condition Index (PCI). Hasil penelitian menunjukkan bahwa jenis kerusakan yang umum terjadi pada ruas jalan Beureunuen – Batas Keumala adalah retak kulit buaya, retak blok, keriting, retak pinggir, alur, retak memanjang, tambalan, lubang dan pelepasan butir. Evaluasi kerusakan pada segmen I ruas jalan Beureunuen – Batas Keumala memberikan hasil berupa nilai PCI rata-rata pada segmen I ruas jalan Beureunuen – Batas Keumala adalah 39,6 dengan kondisi buruk. Nilai PCI rata-rata Segmen II sebesar 24,7 dengan kondisi sangat buruk. Jenis penanganan yang diperlukan pada ruas jalan Beureunuen – Batas Keumala, adalah pemeliharaan berkala pada segmen I dan rekonstruksi pada segmen II.

The quality performance of road improvement and road development projects in Aceh Province has always been highlighted by various elements of society. This is due to the occurrence of the damage that the age of the plan has not timed. It is also often found quality mismatch so that road construction must be dismantled and reworked. This study aims to analyze the relationship and influence between the factors that contribute to the quality performance of road construction projects, and to identify the dominant factors affecting the quality performance of road construction projects in Aceh Province. This study used qualitative methods quantized through questionnaires. The number of research samples obtained by 75 companies. The sampling technique used is purposive sampling with the consideration of the contractor company that has completed the road construction project in Aceh Province from 2010-2015. Independent variables consist of human resource, material, equipment, evaluation, managerial, finance, field management, project owner, design, and environment, while the dependent variable is the quality performance of road construction project. Statistical analysis used is reliability test, descriptive analysis, simple correlation and multiple linear regression using Statistical Product and Service Solution (SPSS) version 22 software. The results show that human resource, material and equipment factors have very low relation, evaluation factor and managerial have low relation, finance factor have good relation, environment factor have high relation, while management and design factor have very high relation to quality performance at road construction project in Aceh Province. Contributing factors that affect the quality performance of road construction projects in Aceh Province are the factors of management, and design. The dominant factor affecting quality performance in road construction project in Aceh Province is management factor. This indicates that if the management factor is improved by the contractor then the quality performance of the road construction project will increase.

Puddle is one of the damaging effects that can reduce the quality of pavement. The quality of road construction with asphalt pavement is determined by its stability, flexibility, and durability which are the determinants of the quality of pavement. In this research, Buton Rock Asphalt (BRA) was used as an alternative to improve the performance of asphalt mixture that can be impacted by the mentioned determinants. BRA is Asphalt Buton type 5/20 grain Asbuton type which has penetration value 5 mm and bitumen content of 20%. The aim of this research was to measure the best percentage of BRA level from percentage of BRA substitution (25%, 50%, 75%, 100%) as filler and Marshall mix parameter value of Pen 60/70 asphalt with the best BRA Substitution on immersion water with variation of immersion time 30 minutes, 24 hours. Based on Marshall test result with BRA substitution, percentage variation obtained the best stability at 50%, BRA percentage was 1450,78 kg, density 2,45 gr / cm3, VIM equal to 4,17%, VMA equal to 21,76%, VFA equal to 80, 86% and 2.5 mm of flow, and Marshall Quentient of 583.40 kg / mm. This suggested that the use of BRA as a filler substitute material at 50% percentage was the best percentage of BRA substitution with the highest stability value and it met the requirements of other Marshall parameters. The best stability value without substitution with a muddy water bath was 1098.95 kg, with the best BRA substitution of 1476.34 kg. This indicated that the use of BRA as a filler substitute material had an effect on increasing the stability value of AC-WC asphalt mixture to muddy water immersion.