scholarly journals Method to detect malfunctioning traffic count stations

2012 ◽  
Vol 6 (4) ◽  
pp. 364-371 ◽  
Author(s):  
J. de Oña ◽  
P. Gómez ◽  
E. Mérida-Casermeiro
Keyword(s):  
2020 ◽  
Vol 48 ◽  
pp. 3880-3895
Author(s):  
V.B. Soorya ◽  
Shriniwas S. Arkatkar ◽  
Lelitha Vanajakshi

2014 ◽  
Vol 26 (5) ◽  
pp. 419-428 ◽  
Author(s):  
Luka Novačko ◽  
Ljupko Šimunović ◽  
Davor Krasić

This paper presents a model of data assessment for the requirements of a classical four-step model of traffic demand in individual traffic in small cities. The procedure is carried out by creating an initial origin-destination trip matrix using data from the traffic count and by defining the average rate of trip generation within single households. The research applied fuzzy logic for the correction of the initial trip matrix. The paper also presents the recommendations for defining the borders of traffic zones, as well as the locations of traffic counts. A flowchart has been used to show a summarized presentation of the proposed model. In the last part of the paper the model was tested on an example of a smaller city in the Republic of Croatia.


2008 ◽  
Vol 9 (2) ◽  
pp. 145-170 ◽  
Author(s):  
Hsun-Jung Cho ◽  
Yow-Jen Jou ◽  
Chien-Lun Lan

ASTONJADRO ◽  
2018 ◽  
Vol 7 (2) ◽  
Author(s):  
Irfan Kurniawan ◽  
Rulhendri .
Keyword(s):  

<p>Salah satu masalah transportasi seperti kemacetan lalu lintas kerap terjadi di kota-kota di Indonesia salah satunya di Bogor. Permasalahan transportasi dapat diatasi dengan perencanaan transportasi yang baik, sesuai dengan rencana,TOD (Transit <em> Oriented Developmnet) </em>Program dengan membangun LRT yang berlokasi di Perumahan Bogor Nirwana Residence (BNR). Untuk mengantisipasi timbulnya masalah transportasi maka dilakukan kajian mengenai analisis potensi bangkitan dan tarikan untuk mengetahui seberapa besar pergerakan yang masuk atau keluar dari ataupun masuk ke sebuah zona Perencanaan transportasi yang paling popular dan sering digunakan adalah perencanaan transportasi 4 tahap yaitu tahap persiapan, tahap pengumpulan data, tahap analisis bangkitan dan tarikan dan kesimpulan. Tahap analisis bangkitan dan tarikan perjalanan.merupakan salah satu tata guna lahan yang dapat menimbulkan tarikan pergerakan yang besar, mengingat banyak warga kota bekerja di sektor formal. Data yang digunakan dalam model bangkitan dan tarikan adalah berbasis sebuah zona dan jaringan<em> Output</em> dari model ini sehingga bisa memprediksikan seberapa besar pergerakan perjalanan <em>Desire Line</em> pada masa mendatang. Perhitungan jumlah kendaraan yang melewati daerah sekitaran kawasan Bogor Nirwana Residence menggunakan <em>Traffic Count </em>pada masing – masing jalan sehingga bisa diketahui berapa jam, yang nantinya akan di dapat satuan mobil penumpang, setelah itu di buat jaringan serta MAT tahun 20182025 dibebankan pada jaringan, untuk mengetahui seberapa besar Demand Flow serta Desire Line dengan menggunakan <em>software SATURN</em>. Hasil dari analisis <em>software SATURN</em> didapatkan kesimpulan nilai bangkitan dan tarikan dari tahun 2018 sampai 2020 terjadi Kenaikan sehinga pembangunan TOD sangat  berdampak signifikan, sedangkan tahun 2020 sampai 2025 terjadi peningkatan. Dari jumlah bangkitan dan tarikan yang telah dihasilkan dapat diketahui bahwa semakin besar tingkat perjalanan di kota Bogor pada masa mendatang sehingga nantinya dapat di buat rencana ataupun solusi kedepannya untuk mengurangi tingginya jumlah penduduk dalam perjalanan jalan di kota Bogor khususnya pada kawasan Bogor Nirwana Residence</p>


2017 ◽  
Author(s):  
Krista Nordback ◽  
◽  
Kristin Tufte ◽  
Nathan McNeil ◽  
Morgan Harvey ◽  
...  
Keyword(s):  

Author(s):  
Ravi Jagirdar ◽  
Joyoung Lee ◽  
Kitae Kim ◽  
Min-Wook Kang

This paper presents a cost-effective, non-intrusive, and easy-to-deploy traffic count data collection method using two-dimensional light-detection and ranging (LiDAR) technology. The proposed method integrates a LiDAR sensor, continuous wavelet transform (CWT), and support vector machine (SVM) into a single framework for traffic count. LiDAR is adopted since the technology is economical and easily accessible. Moreover, its 360° visibility and accurate distance information make it more reliable compared with radar, which uses electromagnetic waves instead of light rays. The obtained distance data are converted into the signals. CWT is employed to detect any deviation in distance profile, because of its efficiency in detecting modest changes over a period of time. SVM is one of the supervised machine learning tools for data classification and regression. In the methodology, the SVM is applied to classify the distance data points obtained from the sensor into detection and non-detection cases, which are highly complex. Proof-of-concept (POC) test is conducted in three different places in Newark, New Jersey, to examine the performance of the proposed method. The POC test results demonstrate that the proposed method achieves acceptable performances in vehicle count collection, resulting in 83–94% accuracy. It is discovered that the accuracy of the proposed method is affected by the color of the exterior surface of a vehicle.


2000 ◽  
Vol 1717 (1) ◽  
pp. 94-101 ◽  
Author(s):  
Gary A. Davis

Traffic-accident rates that are estimated for individual roadway sites are often used to identify potentially hazardous locations. Occasionally they are used to test whether an accident countermeasure is associated with a statistically significant change in accident rate. In assessing the uncertainty attached to estimated accident rates, it is often implicitly assumed that the total traffic at a site is known with certainty, when in actuality the total traffic almost always must be estimated from a short sample of traffic counts. This introduces estimation error, which, if ignored, can lead one to overstate the accuracy of an accident-rate estimate. An explanation is provided about how Bayes estimates of accident rates, which explicitly account for total traffic estimation error, can be computed readily using a (relatively) new estimation method called “Gibbs sampling.” A model of how traffic-count samples are related to total traffic is incorporated from earlier work done by the author and his students. In tests conducted using accident counts and traffic data from 17 automatic traffic-recorder sites in Minnesota, it was found that, when using a 2-day traffic-count sample, the traditional method for estimating accidents rates understated the likely error of these estimates by 12 to 40 percent, depending on the site.


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