Relevant bibliographies by topics / Unsignalized Intersection

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Unsignalized Intersection'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Unsignalized Intersection"

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Xu, Liang, and Guo Zhu Cheng. "Analysis on Capacity of Unsignalized Intersection on Urban Arterial Road in Slight Snowy Weather." Applied Mechanics and Materials 209-211 (October 2012): 833–36. http://dx.doi.org/10.4028/www.scientific.net/amm.209-211.833.

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In order to evaluate traffic operation status of unsignalized intersection on arterial road in slight snowy weather, it was studied that the influence of slight snow on capacity of unsignalized intersection. Critical gap and following headway data of one unsignalized intersections were observed by video method. And gap accepting theory was adopted to calculate the capacity of unsignalized intersection. An example was given for calculating the capacity of an unsiglized intersection on normal pavement and slight snowy pavement. It showed that capacity of unsignalized intersection in slight snowy
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Nurul Aen, Daniel Ari Susanto, Dio Damas Permadi, and Isaeva Tatyana Evgenevna. "Performance Analysis of 3 Arms Without Signal Access (Case Study Jl. Raya Bogor-Sukabumi, Jl. Siliwangi-Cibolang, Jl. Perintis Kemerdekan)." INTERNATIONAL JOURNAL ENGINEERING AND APPLIED TECHNOLOGY (IJEAT) 4, no. 1 (2021): 40–51. http://dx.doi.org/10.52005/ijeat.v4i1.49.

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One of the types of intersections is the type of unsignalized intersection, the unsignalized intersection which is on Jl. Raya Bogor-Sukabumi, Jl. Siliwangi- cibolang, Jl. Independence pioneer. is the intersection of three arms. This study aims to determine the value of cur/hour and the performance of unsignalized intersections at the intersection. This research method is a field survey, which is carried out by researching directly in the field to obtain the required data. calculation of unsignalized intersection performance data using the 1997 Indonesian Highway Capacity manual method. Result
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HASYIM, HASYIM, and ROHANI ROHANI. "EVALUASI TUNDAAN PADA SIMPANG EMPAT TAK BERSINYAL DI KOTA MATARAM (STUDI KASUS : SIMPANG JALAN PEJANGGIK DAN SIMPANG JALAN CATURWARGA)." GANEC SWARA 17, no. 4 (2023): 2117. http://dx.doi.org/10.35327/gara.v17i4.678.

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Pejanggik intersection and Caturwarga intersection are unsignalized intersections in Mataram City. Both intersections have the same characteristics, namely they both have four arms. The location of the two intersections close together causes frequent traffic delays. For this reason, research is needed to optimize the performance of these two unsignalized intersections.The method used to analyze the two intersections is the Indonesian Road Capacity Manual (1997). The data used is primary and secondary data, such as traffic volume, capacity, degree of saturation, delays and queuing opportunities
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Bian, Yang, Lu Jian, and Lin Zhao. "Method to Determine Pedestrians Level of Service for Unsignalized Intersections." Applied Mechanics and Materials 253-255 (December 2012): 1936–43. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.1936.

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This paper aims at developing a Level of Service (LOS) model for unsignalized intersection crosswalks for pedestrians from the perspective of the pedestrian’s perception of comfort and safety in unsignalized intersection environment. Firstly, the potential primary factors influencing pedestrian LOS at crosswalk were summarized from three respects: traffic conflicts, crossing facilities and delay. Secondly, data for the model were collected, including 459 participants’ real-time sense of comfort and safety when they crossing the 11 selected intersection crosswalks and the design and operational
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Zedgenizov, Anton, Aleksandr Lipenkov, and Bogdan Kim. "Transport delay assessment at unsignalized intersections feeding focal points." MATEC Web of Conferences 341 (2021): 00004. http://dx.doi.org/10.1051/matecconf/202134100004.

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The article discusses the issues of assessing the delays connected with the transport service of people visiting focal points (FPs) by individual transport (IT). The necessity of using a mathematical approach when assessing delays is proved. The factors influencing transport delays when driving through unsignalized intersections are presented. An integrated mathematical model is derived, which makes it possible to estimate the load factor at unsignalized intersections. This model is based on parameters that reflect transport demand and throughput capacity of an unsignalized intersection. The m
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Ramlan, Ratnasari, Ahmad Munawar, and Muhammad Zudhy Irawan. "Estimation of Passenger Car Equivalent Value for Unsignalized Intersections in Yogyakarta." MEDIA KOMUNIKASI TEKNIK SIPIL 28, no. 2 (2023): 250–57. http://dx.doi.org/10.14710/mkts.v28i2.34977.

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Passenger Car Equivalent (PCE) is expected to be very accurate because it is very important in determining the capacity, degree of saturation, and handling of unsignalized intersections. Several methods have been used to estimate the PCE value, but based on the literature review, it is stated that the occupancy time method and the speed method are the most applicable for the unsignalized intersection conditions. This study aims to determine the most appropriate PCE value by comparing the occupancy time method and the speed method. To determine the most appropriate method in calculating the PCE
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Weerasuriya, Sujeeva A., and Michael C. Pietrzyk. "Development of Expected Conflict Value Tables for Unsignalized Three-Legged Intersections." Transportation Research Record: Journal of the Transportation Research Board 1635, no. 1 (1998): 121–26. http://dx.doi.org/10.3141/1635-16.

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A high percentage of highway crashes in the United States occur at intersections. These crashes result in property damage, lost productivity, injury, and even death. Identifying intersections associated with high crash rates is very important to minimize future crashes. Identifying the high-risk intersections before crashes occur is a challenge that every traffic/safety analyst faces. Traffic conflict technique is a solution to this problem. Extensive research efforts have been made to estimate mean and abnormal traffic conflict counts at four-legged intersections with varying lane and approac
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Cottrell, Benjamin H., and In-Kyu Lim. "Developing a Process for Deploying Systemic Countermeasures at Unsignalized Intersections: Case Study of Virginia." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 9 (2019): 538–47. http://dx.doi.org/10.1177/0361198119846469.

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This paper discusses the process used to develop a safety improvement plan for unsignalized intersections using systemic low-cost countermeasures. The scope of this project focused on unsignalized intersections with stop sign control on the minor approaches. The first objective was to perform an assessment of Virginia’s unsignalized intersection crashes over a five-year period to determine predominant crash trends and collision types to target for treatment. The four focus collision types with the highest frequency of crashes and the greatest potential reduction in crashes were 3-leg angle, 3-
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HASYIM, HASYIM, and ROHANI ROHANI. "EVALUASI KINERJA SIMPANG TAK BERSINYAL TIPE 422 DAN TIPE 424M (STUDI KASUS : SIMPANG EMPAT TAK BERSINYAL JALAN TGH IBRAHIM KHOLIDI, KECAMATAN KEDIRI, KABUPATEN LOMBOK BARAT)." GANEC SWARA 17, no. 3 (2023): 1112. http://dx.doi.org/10.35327/gara.v17i3.551.

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The unsignalized four-way intersection in Kediri is located in the Kediri Subdistrict of West Lombok Regency and is one of the unsignalized intersections situated very close to the center of community activities. Additionally, there is an educational center in the vicinity, and the traffic conditions at this intersection are quite congested on a daily basis. The mobility level of both individuals and goods, using both light and heavy vehicles, is visibly high at this intersection. A median strip is the central part of the road that physically separates opposing traffic flows. Therefore, the us
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Oghoyafedo, N. K., J. O. Ehiorobo, and Ebuka Nwankwo. "Accident Prediction Model at Unsignalized Intersection Using Multiple Linear Regression Method." July 2017 1, no. 2 (2017): 379–89. http://dx.doi.org/10.36263/nijest.2017.02.0047.

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The issue of road accidents is an increasing problem in developing countries. This could be due to increasing road traffic/vehicle occupancy, geometric characteristics and road way condition. The factors influencing accidents occurrence are to be analysed for remedies. The purpose of this research is to develop an accident prediction model as a measure for future study, aid planning phase preceding the designed intervention, enhance the production of updated design standards to enable practitioners design unsignalized intersection for optimal safety, reduce the number of accidents at unsignali
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Dissertations / Theses on the topic "Unsignalized Intersection"

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Haleem, Kirolos. "Comprehensive Analytical Investigation of the Safety of Unsignalized Intersections." Doctoral diss., University of Central Florida, 2009. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2741.

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According to documented statistics, intersections are among the most hazardous locations on roadway systems. Many studies have extensively analyzed safety of signalized intersections, but did not put their major focus on the most frequent type of intersections, unsignalized intersections. Unsignalized intersections are those intersections with stop control, yield control and no traffic control. Unsignalized intersections can be differentiated from their signalized counterparts in that their operational functions take place without the presence of a traffic signal. In this dissertation, multipl
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Ni, Wuyen Wayne. "A simulation study of left turning movement at an unsignalized intersection." Master's thesis, Virginia Tech, 1992. http://hdl.handle.net/10919/46345.

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Ni, Wuyen Wayne. "A simualtion [sic] study of left turning movement at an unsignalized intersection /." This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-12232009-020056/.

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Arndt, Owen Kingsley. "Relationship between unsignalised intersection geometry and accident rates." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15815/1/Owen_Arndt_Thesis.pdf.

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The aim of this research is to determine the effect of unsignalised intersection geometry on the rates of the various types of accidents occurring at unsignalised intersections. A literature review has identified that there is little consistency between the results of previous studies. Some studies found that particular parameters had an opposite effect to what was expected. With this in mind, the research identified reasons for these results and developed two basic approaches to mitigate some of the problems with multi-factor type studies. These approaches are 'maximise the efficiency of
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Arndt, Owen Kingsley. "Relationship Between Unsignalised Intersection Geometry and Accident Rates." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15815/.

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The aim of this research is to determine the effect of unsignalised intersection geometry on the rates of the various types of accidents occurring at unsignalised intersections. A literature review has identified that there is little consistency between the results of previous studies. Some studies found that particular parameters had an opposite effect to what was expected. With this in mind, the research identified reasons for these results and developed two basic approaches to mitigate some of the problems with multi-factor type studies. These approaches are 'maximise the efficiency of
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Jelena, Mitrović Simić. "Nivo usluge na nesignalisanim pešačkim prelazima." Phd thesis, Univerzitet u Novom Sadu, Fakultet tehničkih nauka u Novom Sadu, 2016. http://www.cris.uns.ac.rs/record.jsf?recordId=99735&source=NDLTD&language=en.

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Istraživanje koje je sprovedeno u okviru disertacije poslužilo je za definisanje matematičkog modela koji se može primeniti u postupku određivanja nivoa usluge za nesignalisane pešačke prelaze. Formirani model za proračun stepena propuštanja pešaka u uslovima lokalnog odvijanja saobraćaja zavisi od protoka pešaka i vozila, strukture saobraćajnog toka (učešće autobusa i teretnih vozila) i smera kretanja vozila na lokaciji pešačkog prelaza. U okviru disertacije izvršena je analiza pešačkih intervala prilikom prelaska kolovoza. Uporednom analizom prihvatljivih i kritičnih intervala dobijen je mod
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Nemanja, Deretić. "Model proračuna kapaciteta manevra levog skretanja sa prioritetnog prilaza nesignalisane raskrsnice." Phd thesis, Univerzitet u Novom Sadu, Fakultet tehničkih nauka u Novom Sadu, 2018. https://www.cris.uns.ac.rs/record.jsf?recordId=107590&source=NDLTD&language=en.

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Pre obavljanja levog manevra, sa prioritetnog prilaza TWSC nesignalisane raskrsnice, vozač procenjuje interval koji se javlja u konfliktnom toku i bira onaj interval koji mu je najviše prihvatljiv. Vreme koje je potrebno za procenu prihvatljivog intervala je predstavljeno u vidu vremena čekanja u opsluzi vozila na raskrsnici. Sa pojavom prihvatljivog intervala, vreme čekanja u opsluzi vozila se završava, i tada počinje vreme za izvođenje manevra levog skretanja. Odluka o momentu početka izvođenja manevra levog skretanja je subjektivna i zasniva se na proceni vozača. Ispravna subjektivna procen
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Velan, Shane M. "Gap acceptance of permissive movements at signalised and unsignalised intersections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq22415.pdf.

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Shams, Esfandabadi Alireza. "Safety effectiveness of adding by-pass lanes at unsignalized rural intersections in Kansas." Thesis, Kansas State University, 2014. http://hdl.handle.net/2097/18249.

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Master of Science<br>Department of Civil Engineering<br>Sunanda Dissanayake<br>Construction of by-pass lanes at rural intersections typically has been considered a low-cost safety improvement. Safety analysis utilizes two common approaches to evaluate treatment effectiveness: before-and-after study and cross-sectional study. This research performed paired sample t-test statistical analysis to estimate changes in total of crash frequency, crash rates, EPDO crash frequency, and EPDO crash rates at intersections, three to five years after adding a by-pass lane compared to identical time period be
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Kako, Soichiro. "Microscopic modelling of merging at unsignalised intersections and its application to freeway merging." Thesis, Queensland University of Technology, 1998.

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Books on the topic "Unsignalized Intersection"

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Kay, Fitzpatrick, United States. Federal Transit Administration., United States. Federal Highway Administration., et al., eds. Improving pedestrian safety at unsignalized crossings. Transportation Research Board, 2006.

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Fitzpatrick, Kay, Marcus A. Brewer, William L. Eisele, Herbert S. Levinson, Jerome S. Gluck, and Matthew R. Lorenz. Left-Turn Accommodations at Unsignalized Intersections. Transportation Research Board, 2013. http://dx.doi.org/10.17226/22608.

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R, Lakkundi Vijayendra, Virginia Transportation Research Council, Virginia. Dept. of Transportation., and United States. Federal Highway Administration., eds. Development of left-turn lane guidelines for signalized and unsignalized intersections. Virginia Transportation Research Council, 2004.

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Dougald, L. E. Development of guidelines for the installation of marked crosswalks. Virginia Transportation Research Council, 2004.

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Fitzpatrick, Kay, Marcus A. Brewer, William L. Eisele, et al. Development of Left-Turn Lane Warrants for Unsignalized Intersections. Transportation Research Board, 2013. http://dx.doi.org/10.17226/22607.

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Johnson, Randal S. Pedestrian safety impacts of curb extensions: A case study. Oregon Dept. of Transportation, Research Unit, 2005.

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Fitzpatrick, Kay, Marcus Brewer, Gene Hawkins, et al. Potential MUTCD Criteria for Selecting the Type of Control for Unsignalized Intersections. Transportation Research Board, 2015. http://dx.doi.org/10.17226/22144.

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Shoumaker, Wayne. Accident prediction models for signalized and unsignalized intersections: Update on CART models and the APSI program. University of California, 1990.

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Live stop-controlled intersection data collection. Virginia Transportation Research Council, 2007.

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(US), National Research Council. Safety of U-Turns at Unsignalized Median Openings. Transportation Research Board National Resear, 2004.

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Book chapters on the topic "Unsignalized Intersection"

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Weinreuter, Hannes, Nadine-Rebecca Strelau, Barbara Deml, and Michael Heizmann. "Analysis and Simulation of Driving Behavior at Inner City Intersections." In Cooperatively Interacting Vehicles. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-60494-2_4.

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AbstractInner city intersections are a challenging scenario for human drivers as well as for the development of autonomous vehicles. This is especially the case for unsignalized intersections where the right before left rule applies. At these intersections, ambiguous situations can arise. In this chapter, we cover two aspects of this intersection type: First, we use driving data from a field study conducted in inner city traffic to analyze the relationship between intersections and human driving behavior. For that, we describe the intersection, its surrounding environment and the traffic there
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Wu, Chuna, Cheng Zeng, Xingkai Meng, and Chang Liu. "Study on Driving Risk Through Unsignalized Intersection." In Lecture Notes in Electrical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-3957-1_4.

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Bouderba, Saif Islam, and Najem Moussa. "Dilemma Game at Unsignalized Intersection with Reinforcement Learning." In Proceedings of the 5th International Conference on Big Data and Internet of Things. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-07969-6_36.

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Ruskin, H. J., and R. Wang. "Modeling Traffic Flow at an Urban Unsignalized Intersection." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/3-540-46043-8_38.

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Zegeer, John D. "Status of Unsignalized Intersection Capacity Research in the United States." In Intersections without Traffic Signals. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83373-1_3.

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Prevedouros, Pano D. "A Model of Unsignalized Intersection Capacity Based on Erlang-3 Gap Distribution." In Intersections without Traffic Signals. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83373-1_10.

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Vijayalakshmi, P., Nitin Kumar, and Vivek R. Das. "Study on Driver Behaviour at Unsignalized Intersection Using Fuzzy Logic." In Transportation Research. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6090-3_40.

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Guo, Youjie, and Xiaoqiang Ren. "Game-Theoretic Motion Planning for Multiple Vehicles at Unsignalized Intersection." In Intelligent Robotics and Applications. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6501-4_9.

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Lesmana, Didih, Dini Andriani, and Wisnu Mubarok. "Intersection Performance Analysis at Unsignalized Triple Intersection at Karang Tengah Lodaya Road - Nagrak, Cibadak- Sukabumi." In Proceedings of the International Conference on Consumer Technology and Engineering Innovation (ICONTENTION 2023). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-406-8_23.

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Vinchurkar, Saurabh, Manish Jain, Dipak Rathva, and Sanjay Dave. "Gap Acceptance Behaviour of Vehicles at Unsignalized Intersection in Urban Area." In Transportation Research. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-32-9042-6_43.

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Conference papers on the topic "Unsignalized Intersection"

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Li, Dong, Sen Wang, and Haibo Zeng. "Safe and Efficient Unsignalized Intersection Management with Breadth-First Spanning Tree." In 2024 IEEE 27th International Conference on Intelligent Transportation Systems (ITSC). IEEE, 2024. https://doi.org/10.1109/itsc58415.2024.10920199.

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Mustakim, Fajaruddin, Azlan Abdul Aziz, Lim Heng Siong, Yaser Bakhuraisa, Azwan Mahmud, and Noor Ziela Binti Abd Rahman. "Traffic Characteristic and The Impact of Safety Infrastructure at Unsignalized Intersection." In 2024 Multimedia University Engineering Conference (MECON). IEEE, 2024. https://doi.org/10.1109/mecon62796.2024.10776234.

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Miao, Shuqi, Huixia Liu, Meng Cao, Cheng Huang, and Wenqiang Sun. "Application of Effective Transition Covers on Deadlock Control of Unsignalized Intersection Systems." In 2024 International Conference on Networking, Sensing and Control (ICNSC). IEEE, 2024. http://dx.doi.org/10.1109/icnsc62968.2024.10760034.

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Shi, Yucheng, Wenlong Wang, Xiaowen Tao, Ivana Dusparic, and Vinny Cahill. "Applying Neural Monte Carlo Tree Search to Unsignalized Multi-intersection Scheduling for Autonomous Vehicles." In 2024 IEEE/RSJ International Conference on Intelligent Robots and Systems (IROS). IEEE, 2024. https://doi.org/10.1109/iros58592.2024.10801887.

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Shi, Yebo, Hongwen He, Jiaxuan Zhou, Jiankun Peng, Yi Fan, and Chunye Ma. "Decision Framework for Unsignalized Intersection Based on Discrete Soft Actor-Critic with Attention Mechanism and Occupancy Grid Integration." In 2024 8th CAA International Conference on Vehicular Control and Intelligence (CVCI). IEEE, 2024. https://doi.org/10.1109/cvci63518.2024.10830252.

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Wakisaka, Ryo, Takuma Yamaguchi, Kazunori Ban, Hiroyuki Okuda, and Tatsuya Suzuki. "Modeling of Cyclists’ Decision for Left-Turn Vehicle at Unsignalized Intersection using Logistic Regression Model and Gaussian Mixuter Model." In 2025 IEEE/SICE International Symposium on System Integration (SII). IEEE, 2025. https://doi.org/10.1109/sii59315.2025.10870955.

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Pons, Adrià, Marc Codina, Bruno Cordero, et al. "Real-World Implementation of Maneuver Coordination Service for Unsignalized Intersections." In 2025 IEEE Vehicular Networking Conference (VNC). IEEE, 2025. https://doi.org/10.1109/vnc64509.2025.11054221.

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Dulera, Shraddha, Ramnarayan Yadav, and Manish Chaturvedi. "Graph based Conflict-Free Scheduling of Autonomous Vehicles at Unsignalized Intersections." In 2025 17th International Conference on COMmunication Systems and NETworks (COMSNETS). IEEE, 2025. https://doi.org/10.1109/comsnets63942.2025.10885772.

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Mueller, Jessica, and David Claudio. "Simulating unsignalized intersection right-of-way." In 2014 Winter Simulation Conference - (WSC 2014). IEEE, 2014. http://dx.doi.org/10.1109/wsc.2014.7020054.

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Li, Ai-Zeng, Xiang-Hong Song, Xin-Sheng Song, and Bing-Hua Wu. "Capacity of Urban Road Unsignalized T-Intersection." In 2010 International Conference on Computational Intelligence and Software Engineering (CiSE). IEEE, 2010. http://dx.doi.org/10.1109/cise.2010.5677136.

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Reports on the topic "Unsignalized Intersection"

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Gayen, Saumabha, Enrique D. Saldivar-Carranza, Rahul Suryakant Sakhare, et al. Statewide Screening of Signalized Intersections for Capacity Improvements. Purdue University, 2024. http://dx.doi.org/10.5703/1288284317755.

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Identification of congested traffic signals that require capital investment to increase capacity has historically been a time-consuming process. Signalized intersections with congestion were analyzed to see if they could be improved through retiming, and capital investment was only considered if retiming is deemed infeasible. Automated Traffic Signal Performance Measures (ATSPMs), and more recently, signal performance measures (SPMs) derived from connected vehicle (CV) trajectory data, have already been used to streamline the process of identifying signalized intersections that can be improved
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