Method for assessing a signalized intersection

Abstract

A method and apparatus for level of service assessment at signalized intersections is disclosed. In an exemplary embodiment, a method for estimating an average delay per vehicle at a signalized intersection with a traffic signal, including sampling vehicle arrival rates at the signalized intersection, sampling vehicle departure rates at the signalized intersection, analyzing generated shock waves at the traffic signal, wherein the traffic signal shock wave is a change in vehicle density due to changes in the traffic signal, and estimating the average delay per vehicle based on the vehicle arrival rates, the vehicle departure rates, and the traffic shock waves at the signalized intersection.

Description

TECHNICAL FIELD

The present disclosure is directed to a method, system, and apparatus for estimating delay at signalized intersections based on sampling vehicle arrival rates and departure rates to estimate an average control delay per vehicle. Disclosed method, system, and apparatus estimates the average control delay per vehicle to assess the level of service (LOS) at signalized intersections. The present disclosure is directed to a service logging device for assessing the LOS at the signalized intersection.

BACKGROUND

The “background” description provided herein is for the purpose of generally presenting the context of the disclosure. Work of the presently named inventors, to the extent it is described in this background section, as well as aspects of the description which may not otherwise qualify as prior art the time filing, are neither expressly or impliedly admitted as prior art against the present invention.

On a freeway, a traffic shock wave, also referred to as traffic shockwave, can be defined as boundary ⋅conditions in the time-space domain that demark a discontinuity in flow-density conditions. For example it can be identified as a transition from a flowing, speedy state to a congested, standstill state. However, traffic shock waves are also present in the opposite case, where vehicles that are idle in traffic suddenly are able to accelerate. Traffic shock waves are generally caused by a change in capacity on the roadways (a 4 lane road drops to 3), an incident, a traffic signal on an arterial, or a merge on freeway.

Traffic Signal Shock Waves—At a signalized intersection, a group of shock waves are usually generated due to the changes in the state of the traffic flow acompining the changes of traffic signal's indications. Typically two main types of shock waves are usually generated at undersaturated intersections due to the changes in traffic signal indication. The first wave is generated when the signal turns red and is known as a backward queue forming shock wave. The second wave is generated when the signal turns green and is known as a backward recovery shock wave.

Typically, the Highway Capacity Manual (HCM) TRB2010 defines a technique for measuring delay at a signalized intersections in the field. The HCM technique requires a team of at least two observers, where a first observer counts a number of vehicles in a queue every specific interval at a traffic signal and tally the count for each cycle. The first observer is required to continue counting even after the traffic signal turns green and only stops after a last vehicle stopped in a given cycle passes a signal line in the traffic signal. Also, the HCM technique requires that the intersection should be undersaturated, i.e., the demand volume should not be greater than the capacity. A second observer's task is to count passing vehicles and keep track of how many vehicles have stopped. The team performs the aforementioned counting process for at least 5 cycles, thereafter performs the following calculations:

• • 1. Sum each column of vehicle-in-queue counts, then sum the column totals for the entire survey period.
  • 2. Estimate average time-in-queue per vehicle arriving the survey period is estimated using the following:
  • Time-in-queue per vehicle,

$\mathrm{dvq}=\left(l_s*\frac{\sum V_{iq}}{V_{tot}}\right)*0.9$

• • l_s=interval between vehicle-in-queue counts (s),
  • ΣV_iq=sum of vehicle-in-queue counts (veh),
  • V_tot=total number of vehicles arriving during the survey period (veh), and
  • 0.9=empirical adjustment factor.
  • 3. Calculate the average number of vehicles stopped per lane per cycle:

$\mathrm{Number}\mathrm{of}\mathrm{vehicles}\mathrm{stopping}\mathrm{per}\mathrm{lane}\mathrm{each}\mathrm{cycle}=\frac{V_{\mathrm{stop}}}{N_C*N}$ $V_{\mathrm{stop}}=\mathrm{number}\mathrm{of}\mathrm{stopped}\mathrm{vehicles},$ $N_C=\mathrm{number}\mathrm{of}\mathrm{cycles},$ $N=\mathrm{number}\mathrm{of}\mathrm{lanes}.$

• • 4. Calculate a fraction of the stopped vehicles,

$\mathrm{FVS}=\frac{V_{\mathrm{stop}}}{V_T}$

• • 5. Then, estimate the Acceleration/Deceleration correction delay:
  • CF is a correction factor that can be obtained from an EXHIBIT A16-2 of the HCM using the number of vehicles stopped per cycle calculated in Step 3
  • 6. The Average Total Control Delay per vehicle (Sec/Veh) is given by:d=d_vq+d_ad  Control delay vehicle,

TABLE l
Acceleration-Deceleration delay correction factor, CF(s)
Free-Flow Speed	≤7 Vehicles	8-19 Vehicles	20-30 Vehicles
≤60 km/hr	+5	+2	−1
>60-71 km/hr	+7	+4	+2
>71 km/hr	+9	+7	+5

Vehicle-in-queue counts in excess of about 30 vehicles per lane may not be reliable.

The results of the HCM technique are prone to inaccuracies and have some empirical factors.

U.S. Patent Application No. 2005/0105773 describes image processing techniques for delay estimation at signalize intersections. The image processing techniques require a high mounting point for a camera to increase the field of view to capture the full length of the queue. Although the method may exhibit higher fidelity than HCM, yet it is impractical for easy deployment.

Hence, there is a need for an accurate method to estimate the average control delay per vehicle at signalized intersections that minimizes errors in measurements and can be carried out by a single observer.

SUMMARY

In an exemplary embodiment, a method for estimating an average delay per vehicle at a signalized intersection having a traffic signal, including sampling, by a controller, vehicle arrival rates at the signalized intersection, sampling, by the controller, vehicle departure rates at the signalized intersection, analyzing, by the controller, traffic shock waves that occur at the signalized intersection, wherein the traffic signal shock wave is a change in vehicle density due to changes in the traffic signal, and estimating, by the controller, the average delay per vehicle based on the vehicle arrival rates, the vehicle departure rates, and the traffic signal shock waves at the signalized intersection.

In an exemplary embodiment, a level of service data logging device at a signalized intersection having a traffic signal includes a microcontroller, a memory, a display device, a start button, and at least one data entry button. The microcontroller is configured to receive an input from the start button to start a level of service measurement and open a data storage file in the memory, receive an input from the at least one data entry button when a first vehicle stops after the traffic signal turns red, receive an input from the at least one data entry button when a second vehicle arrives and record an arrival headway as a difference between an arrival time of the second vehicle and an arrival time of the first vehicle, continuously update a mean and a standard deviation of the arrival headway, calculate a standard error of the arrival headway mean, continue to receive the input for additional vehicles' arrival headways and update the mean and standard deviation of the arrival headway until a number of vehicles stopped at the signalized intersection reaches a predetermined queue number or the traffic signal turns green, when the traffic signal turns green the stopped vehicles in the queue start moving, receive an input when the first vehicle discharging from the queue passes the traffic signal, receive an input when a following vehicle passes the traffic signal and record the discharge headway during the departure as a difference between a passing time of the discharging vehicle and a passing time of a previous discharging vehicle during the departure, update a mean and a standard deviation of the discharge headway during the departure, calculate a standard error of the discharge headway mean during the departure, continue to receive the input for additional vehicles and update the mean and standard deviation of the discharge headway during the departure until a data collection stopping criteria is reached, when the data collection stopping criteria is reached, determine an average delay per vehicle, and display the determined average delay per vehicle on the display device.

In an exemplary embodiment, a level of service data logging device at a signalized intersection having a traffic signal, the data logging device comprising a display device, microcontroller and a computer-readable storage medium storing a control program, which when executed causes the microcontroller to perform steps including: receiving an input from a start button to start a level of service measurement and open a data storage file in a memory, receiving an input from at least one data entry button when a first vehicle stops after a the traffic signal turns red, receiving an input from the at least one data entry button when a second vehicle arrives and record an arrival headway as a difference between an arrival time of the second vehicle and an arrival time of the first vehicle, continuously updating a mean and a standard deviation of the arrival headway, calculating a standard error of the arrival headway mean, continuing to receive the input for additional vehicles' arrival headways and update the mean and standard deviation of the arrival headway until the number of vehicles stopped at the signalized intersection reaches a predetermined queue number or the traffic signal turns green, when the traffic signal turns green the stopped vehicles in the queue start moving, receiving an input when the first vehicle discharging from the queue passes the traffic signal, receiving an input when a following vehicle passes the traffic signal and record the discharge headway during the departure as a difference between a passing time of the discharging vehicle and a passing time of a previous discharging vehicle during the departure, updating a mean and a standard deviation of the discharge headway during the departure, calculating a standard error of the discharge headway mean during the departure, continuing to receive the input for additional vehicles and update the mean and standard deviation of the discharge headway during the departure until a data collection stopping criteria is reached, when the data collection stopping criteria is reached, determining an average delay per vehicle, and displaying the determined average delay per vehicle on the display device.

The foregoing general description of the illustrative embodiments and the following detailed description thereof are merely exemplary aspects of the teachings of this disclosure, and are not restrictive.

BRIEF DESCRIPTION OF THE DRAWINGS

A more complete appreciation of this disclosure and many of the attendant advantages thereof will be readily obtained as the same becomes better understood by reference to the following detailed description when considered in connection with the accompanying drawings, wherein:

FIG. 1A is an example top view of a signalized intersection with a traffic signal, according to aspects of the present disclosure;

FIG. 1B is a space-time diagram illustrating vehicle trajectories at the traffic signal, according to aspects of the present disclosure;

FIG. 1C is a flow-density diagram depicting different states of vehicles movement, according to aspects of the present disclosure;

FIG. 2 is a space-time diagram having components of control delay, according to aspects of the present disclosure;

FIG. 3 is a graph of arrival and departure times of vehicles, according to aspects of the present disclosure;

FIG. 4 is a schematic view of a level of service logging device, according to aspects of the present disclosure;

FIG. 5 illustrates an exemplary level of service logging device, according to aspects of the present disclosure;

FIG. 6 is a flowchart for a method of calculating average delay per vehicle, according to aspects of the present disclosure; and

FIGS. 7A, 7B is a flowchart of a method of level of service estimation, according to aspects of the present disclosure.

DETAILED DESCRIPTION

In the drawings, like reference numerals designate identical or corresponding parts throughout the several views. Further, as used herein, the words “a,” “an” and the like generally carry a meaning of “one or more,” unless stated otherwise. The drawings are generally drawn to scale unless specified otherwise or illustrating schematic structures or flowcharts.

Furthermore, the terms “approximately,” “approximate,” “about,” and similar terms generally refer to ranges that include the identified value within a margin of 20%, 10%, or preferably 5%, and, any values therebetween.

Aspects of this disclosure are directed to a level of service (LOS) logging device for assessing the LOS at a signalized intersection by a single person.

FIG. 1A is an example top view of a signalized intersection 100 with a traffic signal, according to aspects of the present disclosure. FIG. 1A illustrates an example signalized intersection 100 in which two roadways 102 and 104 intersect. Although the example illustrates the intersection 100 having four different directions from which traffic can approach the signalized intersection 100, there can be less than four directions (e.g., three directions in the case of T-intersections) or more than four directions (e.g., five directions, six directions, and the like).

One or more vehicles can approach the signalized intersection 100 at any given time. To control the right of way (ROW) for traffic passing through the intersection 100 from the various approach directions, traffic signals 106A-D are used to indicate the ROW status for vehicles entering from each approach. Each traffic signal can include one or more signal lights oriented toward one or more of the approach directions. The one or more traffic signals 106A-D may be controlled by a traffic signal controller (not shown) so that traffic can flow through the signalized intersection 100 in an orderly and a nonconflicting manner. In some examples, the one or more traffic signals 106A-D may be controlled manually as well where the current invention will not be applicable. Traffic signal controller may cycle the traffic signals 106A-D through the various phases of traffic at the signalized intersection 100. As known, each phase of a traffic signal includes at least three signal indications (e.g., red, yellow, and green) corresponding to each approach toward which the traffic signal is oriented. In a first signal indication, the traffic signal controller turns a traffic signal (e.g., for the sake of explanation the traffic signal 106A) to red. The red signal indicates to drivers of the corresponding approach to stop behind a stop line. After the red signal light has been illuminated for a period of time, the traffic signal 106A changes to a second signal indication in which the traffic signal 106A controller causes a green signal light oriented toward the roadway approach to be illuminated on the traffic signal 106A. The green signal 106A indicates to drivers of the corresponding approach to proceed through the signalized intersection 100. After the green signal light has been illuminated for a period of time, the traffic signal 106A changes to a third signal indication in which the traffic signal controller causes a yellow signal light oriented toward the roadway approach to be illuminated on the traffic signal 106A. The yellow light indicates to drivers of the corresponding approach that the drivers should prepare to stop behind the stop line. Finally, after the yellow signal light has been illuminated for a period of time, the traffic signal controller returns the traffic signal 106A to the red indication to begin a new cycle corresponding to the particular approach. Other signal indications may also be present in a cycle for one or more of the roadway approaches, such as indications for turning lanes, arrows, blinking lights, etc.

The traffic signal cycle can begin at any time during any of the signal indications, as long as each cycle begins at the same relative time. For example, a traffic signal cycle can begin each time the traffic signal turns green, yellow or red if desired. As described above, the traffic signal controller controls traffic signals so that the traffic signals cycle through the various phases at different times to allow traffic to safely flow through signalized intersection 100. Timing of the phases with respect to each other, as well as the duration of time each traffic signal light is illuminated in each phase can be varied depending on the relative traffic demand at each approach to aid in traffic flow. In addition, the timing of the phases at successive intersections along a roadway can be coordinated and varied to aid in efficient traffic flow along a traffic corridor. Although traffic signals 106A-D combine to include signal indications oriented to each approach to the intersection, for purposes of simplicity the discussion of signal indications herein will only be directed to the signal indications oriented toward a single movement at the signalized intersection 100 that we are interested in assessing its level of service (e.g., a northbound through movement having the traffic signal 106A at the signalized intersection 100) unless specifically noted otherwise. From an observer's perspective, at the signalized intersection 100 when a red light is illuminated at the traffic signal 106A, a state of vehicle flow changes from free flow condition to a complete stop in a queue. When the signal turns green, the stopped vehicles begin to discharge from the queue and move closely one after another in a highly dense traffic flow. The movement usually, this state of flow is known as “saturation discharge” rate. FIG. 1B depicts apace-time diagram 110 illustrating vehicle trajectories at the traffic signal 106A, according to aspects of the present disclosure. FIG. 1B illustrates three states: a state A 112, a state B 114, and a state C 116. The state A112 illustrates vehicles arriving at the signalized intersection 100 at the traffic signal 106A. The state B 114 illustrates the vehicles stopping in a queue in response to the red light at the traffic signal 106A. The state C 116 illustrates a saturation discharge state, where the vehicles start moving in response to the green light. Corresponding to FIG. 1B, FIG. 1C illustrates a flow density curve 120, states of the vehicle flow generated at the traffic signal 106A. The flow-density 120 depicts the state A 112, the state B 114, and the state C 116, where k_j is a jam density, ω_AB and ω_BC are traffic shock wave speeds which represent a change of state in the vehicle flow. In one or more embodiments, a traffic delay may be defined as a total divergence in time for a vehicle trajectory due to a traffic control device such as a traffic light.

FIG. 2 is a space-time diagram 200 having components of control delay, according to aspects of the present disclosure. The components of control delay may include three elements: a deceleration delay 202, a stop delay 204, and an acceleration delay 206. In an example, an average control delay per vehicle in a traffic signal is a performance measurement used by the Highway Capacity Manual (HCM) (TRB2010) to determine a LOS for the traffic light 106A. FIG. 2 is another representation of FIG. 1B illustrating phases of vehicular movement that is marked by a vehicle trajectory on the space-time diagram 200. To elaborate, a vehicle may be moving at a given speed given a road free of any obstacles. A vehicle driver may notice the signalized intersection 100 at a foreseeable distance. The vehicle driver may start to apply brakes at ‘t₁’ at a distance ‘d₁’ to decelerate and to completely stop the vehicle at ‘t₂’ in response to a red signal at the traffic signal 106A. The time between t₁ and t₂ is a deceleration time 208. A phase when the vehicle starts to rapidly decline its speed due to deceleration till it reaches a distance ‘d₂’ is a deceleration delay 202. Further, a time period between t₂ and t₃ is a period where the vehicle stops at d₂, is called as a stopped delay 204 or stopped time 208. Further, a time period between t₃ and ‘t₄’ is a period where the vehicle starts to move from d₂, to reach ‘d₃’ is called as an acceleration time 212. A point from which the vehicle starts increasing pace after some movement, at an accelerating pace V_ff from a slow movement is an acceleration delay 206. A time period that elapsed for the vehicle to reach distance d₃ without the traffic signal in comparison with the time where the vehicle actually reaches the distance d₃ due to traffic signal is called a control delay.

FIG. 3 illustrates a graph 300 of arrival and departure times, according to one embodiment. The graph 300 illustrates recorded arrival times for first ‘n’ vehicles which stop after the signal turns red, forming a length (L_n). The graph 300 also illustrates recorded departure times for the first n vehicles when the first n vehicles start passing the traffic stop line or departure headway after the traffic signal 106A turns green. Arrival of each vehicle and departure of each vehicle is sampled for a given queue. For example, arrival time of a vehicle 1 is sampled at at₁ and departure time of the vehicle 1 is sampled at dt₁. In an example, the arrival times and the departure times are recorded using a LOS logging device described further in the disclosure. A total stop delay for the vehicles arriving in a cycle in an area under a triangle 302 is given by:

$\begin{array}{cc}\mathrm{Stop}\mathrm{Delay}\mathrm{per}\mathrm{Cycle}\left(\mathrm{se}c.\mathrm{veh}.\right)=\frac{1}{2}*R*L_q,& \left(1\right)\end{array}$

• • where R=Red time interval (in seconds), and L_q=Queue length (in vehicles).

The disclosure takes into consideration the randomness of traffic flow in terms of arrival rates and departure rates. Thus, the method, system and apparatus is configured to enable collection of vehicle arrival times and departure times for more than one cycle up to a point where collected data (including arrival times and the departure times) reaches an acceptable degree of confidence. The point may be referred to as a data collection stopping criteria. In some implementations, the data collection stopping criteria is when the means of the arrival headway for arrival and departure reach a predetermined degree of confidence. The mean may be calculated as the data is collected. In some example implementations, the data collection stopping criteria is when the number of vehicles arriving at the traffic light reaches a predetermined queue number or the error during arrival and the error during departure are below a preset acceptable error limit. In some implementations, the data collection stopping criterion is when a mean upper-bound error at 95% degree of confidence reaches the acceptable limit for both arrival and departure headways.

Data Sampling

Measurements may be subject to errors due to human/machine measurement error and sampling error. The human/machine measurement error may be due to a human response time in obtaining service logging. For example, there may be errors due to human operation of the LOS service logging device such as latency in pressing data entry buttons, and service logging response times. The sampling error is dependent on the number of observations n, variance of the observations (σ²), a degree of confidence, and the allowable error. The human/machine error (err_m) may be determined for each apparatus's user. Allowable error in arrival and departure headway observations (err_h) is kept greater than or equal to the human/machine error (err_m). Also, the sampling error is kept lesser than an allowable error in headway observations (err_h). Thus, the allowable sampling error is a function of the measurement error err_h=α·err_m, where (α) is a multiplier to be set by an operator/user.

As a standard deviation in headways (for both arrivals and departures) varies by time of day and site's spatial location, determining a sample size ahead of time may be difficult. Hence, a continuous sampling method may be deployed where the sample mean may be calculated after each reading as follows:

$\begin{array}{cc}{\stackrel{\_}{X}}_n=\frac{{\stackrel{\_}{X}}_{n-1}*\left(n-1\right)+X_n}{n},& \left(2\right)\end{array}$ where X_n is a sample mean after reading number (n), X_n-1 is a sample mean at the previous reading (n−1), and X_n is a reading number (n). The standard deviation of the sample after reading (n) may be provided by:

$\begin{array}{cc}{\sigma }_n=\sqrt[2]{\frac{\left({\sum }_{i=1}^n{X}_i^2\right)-n*{\stackrel{\_}{X}}_n^2}{\left(n-1\right)}},& \left(3\right)\end{array}$ where σ_n is a sample standard deviation after reading (n) and X_n is a sample mean reading (n). Thus, the sample error, i.e., an upper bound error in the true mean (EBM), may be provided by:

$\begin{array}{cc}er{r}_n=z*\sqrt[2]{\frac{\left({\sum }_{i=1}^n{X}_i^2\right)-n*{\stackrel{\_}{X}}_n^2}{n\left(n-1\right)}};& \left(4\right)\end{array}$ where, z is a multiplier that depends on the sought degree of confidence (z=1.96 @ 95% degree of confidence). The sampling stopping criteria may be provided by:err_n≤err_h.  (5)After reaching the sampling stopping criterion, an average delay per vehicle may be calculated.Average Delay Calculations:

A total length of the queue is a function of an arrival rate (the state A 112), saturation flow rate (the state C 116), and jam density (the state B 114) may be written as follows:

$\begin{array}{cc}{L}_q=\frac{R*{\omega }_{\mathrm{AB}}*{\omega }_{\mathrm{BC}}}{3600\left({\omega }_{\mathrm{BC}}-{\omega }_{\mathrm{AB}}\right)}*k_b,& \left(6\right)\end{array}$ where ω_AB is a shock wave speed between the state A 112 and the state B 114, (in km/hr) with:

$\begin{array}{cc}{\omega }_{AB}=\frac{Q_a}{k_a-k_b},& \left(7\right)\end{array}$ where Q_a is an arrival rate of vehicles,

$Q_a=\frac{3600}{\stackrel{\_}{\mathrm{at}}}\left(\mathrm{vehicle}/\mathrm{hour}\right),$ k_a is a traffic density of arriving vehicles (vehicle/km/lane), which is further given by:

$\begin{array}{cc}{k}_a=\frac{k_b}{2}\left[1-\sqrt{1-\frac{4Q_a}{k_b*V_f}}\right],& \left(8\right)\end{array}$ where k_b is the traffic density (vehicle/km/lane) at the state B 114 and equals the jam density, “k_jam”,V_f is a free-flow speed in (km/hour), in urban areas it will be equal to the posted speed limit, ω_BC is a shock wave speed between the state B 114 and the state C 116, given by:

$\begin{array}{cc}{\omega }_{\mathrm{BC}}=\frac{Q_c}{k_b-k_c}.& \left(9\right)\end{array}$ Since a linear speed-density relationship is considered, ω_BC is given by:

$\begin{array}{cc}{\omega }_{\mathrm{BC}}=\frac{2Q_c}{k_{jam}},& \left(10\right)\end{array}$ where Q_c is flow rate at the saturation state C 116 in vehicle/hour,

$\begin{array}{cc}{Q}_c=\frac{3600}{\stackrel{\_}{\mathrm{dt}}};& \left(11\right)\end{array}$ k_jam is a jam density (vehicle/km/lane),

$k_{\mathrm{jam}}=\frac{\stackrel{\_}{n}}{L_n},$ where, n is the average number of vehicles occupy the sampling length (L_n) over (N) cycles. Hence, the average delay per vehicle is obtained by dividing the total stop delay obtained in the equation (1) by the number of vehicles arriving in one cycle. Substituting for Lq in the equation (1) will provide the estimated total stop delay in the queue, qD_c per cycle,

$\begin{array}{cc}\begin{array}{cc}{\mathrm{qD}}_C=\frac{0.5*R^2*{\omega }_{\mathrm{AB}}*{\omega }_{\mathrm{BC}}}{3600*\left({\omega }_{\mathrm{BC}}-{\omega }_{\mathrm{AB}}\right)}*k_{\mathrm{jam}}& \mathrm{hour}.\mathrm{vehicle}.\end{array}& \left(12\right)\end{array}$ In order to consider the deceleration delay for the stopped vehicles while approaching the signalized intersection 100,

$\frac{V_{\alpha }}{2d}$ is added, where d is a safe deceleration rate, which is usually around 2.5 m/sec², V_a is an average speed of arriving vehicles, which can be estimated by dividing the arrival flow rate by the density of the flow at the state A 112, as the

$\frac{Q_a}{K_a}.$ As a result, the estimated total control delay (tD_c) per cycle would be:

$\begin{array}{cc}\begin{array}{cc}{\mathrm{tD}}_C=\frac{0.5*R^2*{\omega }_{\mathrm{AB}}*{\omega }_{\mathrm{BC}}}{3600*\left({\omega }_{\mathrm{BC}}-{\omega }_{\mathrm{AB}}\right)}*k_{\mathrm{jam}}+\frac{0.5*Q_a}{d*K_a}& \mathrm{hour}.\mathrm{vehicle}.\end{array}& \left(13\right)\end{array}$ Given tD_c in hours. vehicle, in order to obtain the average total control delay per vehicle, tD_c is divided by the number of vehicles arriving in one cycle which is Q_a*C/3600. As a result, the average total control delay per vehicle is provided by:

$\begin{array}{cc}\begin{array}{cc}\stackrel{\_}{\mathrm{tD}}=\frac{0.5*R^2*{\omega }_{\mathrm{AB}}*{\omega }_{\mathrm{BC}}}{C*Q_a\left({\omega }_{\mathrm{BC}}-{\omega }_{\mathrm{AB}}\right)}*k_{\mathrm{jam}}+\frac{1800}{d*K_a*C}& \mathrm{hour}.\mathrm{per}\mathrm{vehicle},\end{array}& \left(14\right)\end{array}$ where C−Cycle length in (Sec.), and K_a is the traffic density of arriving vehicles.

FIG. 4 is a schematic view of a LOS logging device 400 for estimating an average delay per vehicle, accordion to aspects of the present disclosure. The LOS logging apparatus 400 includes a controller 402, a memory 404, a display device 406, a start button 408, data entry button(s) 410, a power source 412, a real-time clock 414, and an input/output port 416, Components 402-416 are enclosed in an encasement 418. The enclosure may be a solid and sturdy enclosure made of metal or plastic ergonomically designed for an operator to use if for a long time. The LOS logging device 400 is designed as a portable and handheld device for the operator to use. The controller 402 may utilize a special purpose or general-purpose controller or a computer including computer hardware having an inbuilt system memory. The memory 404 may include a computer-readable media for carrying or storing a control program and/or data structures. Such computer-readable media can be any available media that can be accessed by a general purpose or special purpose computer system. The computer-readable media may include at least different kinds of computer-readable media: computer storage media and transmission media. The memory 404 may also include random access memory (RAM), read only memory (ROM), electrically erasable programmable read-only memory (EEPROM), compact disc-read only memory (CD-ROM), solid state drives (SSDs) (e.g., based on RAM), flash memory, phase-change memory (“PCM”), other types of memory, other optical disk storage, magnetic disk storage or other magnetic storage devices, or any other medium which can be used to store desired program code means in the form of computer-executable instructions or data structures and which can be accessed by a general purpose or special purpose computer such as the controller 402. The display device 406 may be a liquid crystal display (LCD), a light-emitting diode (LED), or any such display device configured to display input, output, and any state information. The start button 408 is for the operator to start the LOS logging device 400. The data entry button(s) 410 allows the operator to input such as start a level of service measurement and open a data storage file in the memory 404, input indicating when vehicle(s) stop after the traffic signal turns red, an input when the vehicle(s) departs from the traffic, and such data described in the disclosure. The power source 412 may provide required power for the LOS logging device 400. The power source 412 may include a wired power supply, a battery supply, a solar powered power supply and such power supplies. The real time clock 414 provides clocking requirements for the LOS logging device 400. The input/output port 416 may be a data communication port such as a universal serial bus (USB) port or any such port to receive input such as software, updates, etc., from, and to output the determined average delay per vehicle, and the data entries from stored file to external devices such as such as computer, mobile and such devices. The memory 404 may store the control program for the LOS logging device for estimating an average delay per vehicle at a signalized intersection 100 with the traffic signal 106A. The control program when executed by the controller 402 performs a methodology for data and LOS estimation by receiving inputs as described below. A sample queue length (L_n) is marked which the operator can see, where the queue length is expected to exceed the queue in each cycle, then the following steps are performed using the LOS logging device 400. In steps requiring operator input, the operator is enabled to provide the input through the data entry buttons 410, and control the operation of the LOS logging device using various buttons.

Step 1  Start LOS Study Push Button (on the
        beginning of a Red time interval)
Step 2  Open data storage file, and wait for
        the traffic signal to turn Red
Step 3  Press input (A) using data entry button
        when the first vehicle stops (at0)
Step 4  Press input (B) using data entry button
        upon arrival of vehicle(i), and record
        headway (i), hai = ati-ati-1
Step 5  Update arrival headway sample mean
        and standard deviation according to the
        equation 2 and the equation 3, respectively
Step 6  Calculate error for the mean arrival headway
Step 7  Check: (Visual check by observer)
        If (Queue Length = Ln)
        Then
        Stop sampling arrival headways,
        and wait for the traffic signal
        to turn Green
        Else
        Go to Step 4
Step 8  Press input (C) using data entry button after
        the first vehicle passes the stop-
        line (dt0)
Step 9  Press input (D) using data entry button
        upon arrival of vehicle(i), and record
        headway (i), hdi = ati-ati-1
Step 10 Update departure headway sample mean
        and standard deviation according to
        the equation 2 and equation 3, respectively
Step 11 Calculate error for the mean arrival headway
Step 12 Check: Carried out by LOS logging device
        If (i < n-1) then Go to Step 9
        If (erra and errd )> errlimit then Go to Step 2
Step 13 Calculate Avg Delay Per Vehicle and LOS,
        Issue Report,
        Close File
        Stop

The controller 402 may perform a dynamic sampling method in which the error during arrival or the error during departure is calculated after each input from the at least one data entry button(s) 410. Also, the controller 402 may log data entries for each input from the data entry button(s) 410 to a file in the memory 404. The LOS logging device 400 may process the inputs to generate the determined average delay per vehicle.

An example design implementing the method, system, and device of the disclosure is illustrated in FIG. 5. FIG. 5 illustrates a power button 502, an input/output port 504, a removable a memory slot 506, a display device 508 in a form of a LCD, a start button 510, data entry buttons 512 enclosed in an encasement 518. As illustrated, the LOS logging device 500 is a portable handheld light weight device which can be easily carried by the operator. Furthermore, a single LOS logging device 500 is sufficient for the operator to estimate an average delay per vehicle. There is no requirement of having multiple operators as in known art. The operator can switch on the LOS logging device using the power button 502. The operator may start sample measurement using the start button 508. Using various data entry buttons 512, the operator may sample measurements such as sampling vehicle arrival rates and sampling vehicle departure rates at the signalized intersection 100. The measurements may be displayed on the display device 508. The measurement may be saved on a file in an internal memory device (not shown) or the removable memory device stored in the removable memory slot 506.

FIG. 6 illustrates a method for estimating an average delay per vehicle at a signalized intersection 100 with the traffic signal 106A, according to aspects of the present disclosure. In step 602, vehicle arrival rates Q_a is sampled at the signalized intersection 100. It step 604, vehicle departure rates Q_c is sampled at the signalized intersection 100. In step 606, generated shock wave speeds ω_AB and ω_BC, may be analyzed at the traffic signal 106A. The traffic signal shock wave is a change in vehicle density due to changes in the traffic signal. The generated traffic shock waves may be analyzed by determining a shock wave speed ω_AB between an arrival flow state (the state A 112) and a stopped flow state (the state B 114) and determining the shock wave speed ω_BC between a stopped flow state (the state B 114) and a departure flow state (the state C 116). In step 608, an average delay per vehicle may be estimated based on the vehicle arrival rates Q_a, the vehicle departure rates Q_b, and the traffic shock wave speeds ω_AB and ω_BC at the signalized intersection 100. In one example implementation, the sampling, analyzing, and estimating steps are performed by the single LOS logging device (for example, LOS logging device 400 or LOS logging device 500). In one example, a dynamic sampling method is performed in which a sampling error is calculated after each reading. After reaching a sampling stopping criterion based on the sampling error of the dynamic sampling method, the estimating the average delay per vehicle is performed. The sampling error is kept less than an allowable error in headway observations. The allowable error is a function of a human-machine error for a level of service logging device. In an additional step, a stop delay of the stopped flow state is determined based on a red traffic signal time interval and a queue length in vehicles.

FIGS. 7A, 7B illustrate a method for estimating an average delay per vehicle at the signalized intersection 100 using the LOS logging device 400 or 500 with the traffic signal 106A, according to aspects of the present disclosure.

In step 702, receive an input from a start button (e.g., the start button 408 or the start button 508) to start a level of service measurement and open a data storage file in the memory 404. In step 704, receive an input from the at least one data entry button 410 or 510 when a first vehicle stops after the traffic signal 106A turns red. In step 706, receive an input from the at least one data entry button 410 or 510 when a second vehicle arrives and record an arrival headway as a difference between an arrival time of the second vehicle and an arrival time of the first vehicle. In step 708, update a mean (X_n) and a standard deviation (σ_n) of the arrival headway by processing data recorded for the vehicles. In step 710, calculate an error (err_h) of the arrival headway mean. In step 712, continue to receive the input for additional vehicles and update the mean (X_n) and standard deviation (σ_n) of the arrival headway until the number of vehicles stopped at the traffic signal reaches a predetermined queue number or the traffic signal turns green. In step 714, when the traffic signal turns green, receive an input from the at least one data entry button 410 or 510 when the first vehicle passes the traffic signal during departure. In step 716, receive an input when a moving vehicle arrives and record the arrival headway during the departure as a difference between an arrival time of the moving vehicle and an arrival time of a previous moving vehicle during the departure. In step 718, update a mean (X_n) and a standard deviation (σ_n) of the arrival headway during the departure. In step 720, calculate an error of the arrival headway mean (err_n) during the departure. In step 722, continue to receive the input for additional vehicles and update the mean (X_n) and standard deviation (σ_n) of the arrival headway during the departure until a data collection stopping criteria is reached. In an example, the data collection stopping criteria is when the number of vehicles arriving at the traffic light reaches a predetermined queue number or the error during arrival and the error during departure are below the error limit. The predetermined queue number is based on a vehicle arrival rate Q_a, the saturation flow rate Q_b, and a jam density k_j. In another example, the data collection stopping criteria is when the means of the arrival and departure headways reach a predetermined degree of confidence (for example, 95%). In step 724, when the data collection stopping criteria is reached, determine an average delay per vehicle (tD). In step 726, display the determined average delay per vehicle on the display device 406 or 506.

Advantages

The methods, system and device of the disclosure enables a single user to perform measurements. A single LOS logging device 400 or 500 of disclosure operated by a single user/operator is adequate for performing measurement and to estimate the average delay per vehicle which is an indicator for the LOS. In comparison with the known art, the methods, system and device of the disclosure does not require that the intersection should be undersaturated. As a result, the average delay per vehicle estimates are far more accurate in comparison with known art. Also, with analysis of the generated traffic shock waves at the traffic signal, the average delay per vehicle estimation is reliable.

Numerous modifications and variations of the present invention are possible in light of the above teachings. It is therefore to be understood that within the scope of the appended claims, the invention may be practiced otherwise than as specifically described herein.

Claims

1. A method for assessing a signalized intersection, comprising: sampling, by a controller, vehicle arrival rates at the signalized intersection, wherein the signalized intersection comprises at least one traffic signal positioned at the signalized intersection, and the signalized intersection includes at least two roadways and at least 3 directions of traffic;sampling, by the controller, vehicle departure rates at the signalized intersection;analyzing, by the controller, traffic shock waves that occur at the signalized intersection, wherein the traffic shock waves are a change in vehicle density due to changes in the traffic signal;estimating, by the controller, an average delay per vehicle based on the vehicle arrival rates, the vehicle departure rates, and the traffic shock waves at the signalized intersection;wherein the estimating comprises determining the average delay per vehicle in accordance with

2. The method of claim 1, wherein the stop delay of the stopped flow state is based on a red traffic signal time interval and a queue length.

3. The method of claim 1, wherein the sampling, analyzing and estimating steps are performed by the controller of a single level of service logging device.

4. The method of claim 1, further comprising: performing, by the controller, a dynamic sampling method in which a sampling error is calculated after each reading, wherein the sampling error is dependent on a number of observations, variance of the observations, and a degree of confidence; andafter reaching a sampling stopping criterion based on the sampling error of the dynamic sampling method, performing, by the controller, the estimating the average delay per vehicle.

5. The method of claim 4, wherein the sampling error is less than an allowable error in arrival and departure headway observations, wherein the allowable error is a function of a human-machine error for a level of service logging device.

6. A signalized intersection level of service data logging device, comprising: wherein the signalized intersection level of service data logging device is positioned at a signalized intersection comprising at least one traffic signal, and at least two roadways and at least three directions of traffic;a microcontroller;a memory;a display device;a start button; andat least one data entry button,the microcontroller configured to receive an input from the start button to start a level of service measurement and open a data storage file in the memory,receive an input from the at least one data entry button when a first vehicle stops after the traffic signal turns red,receive an input from the at least one data entry button when a second vehicle arrives and record an arrival headway as a difference between an arrival time of the second vehicle and an arrival time of the first vehicle,continuously update a mean and a standard deviation of the arrival headway,calculate a standard error of the arrival headway mean,continue to receive the input for additional vehicles' arrival headways and update the mean and standard deviation of the arrival headway until a number of vehicles stopped at the signalized intersection reaches a predetermined queue number or the traffic signal turns green,when the traffic signal turns green the stopped vehicles in the queue start moving, receive an input when the first vehicle discharging from the queue passes the traffic signal,receive an input when a following vehicle passes the traffic signal and record the discharge headway during the departure as a difference between a passing time of the discharging vehicle and a passing time of a previous discharging vehicle during the departure,update a mean and a standard deviation of the discharge headway during the departure,calculate a standard error of the discharge headway mean during the departure,continue to receive the input for additional vehicles and update the mean and standard deviation of the discharge headway during the departure until a data collection stopping criteria is reached,when the data collection stopping criteria is reached, determine an average delay per vehicle, anddisplay the determined average delay per vehicle on the display device;wherein the microcontroller is further configured to determine the average delay per vehicle in accordance with

7. The signalized intersection level of service logging device of claim 6, further comprising: an output port to output the determined average delay per vehicle.

8. The signalized intersection level of service logging device of claim 6, wherein the data collection stopping criteria is when a number of vehicles arriving at the traffic light reaches a predetermined queue number or the error during arrival and the error during departure are below the error limit.

9. The signalized intersection level of service logging device of claim 6, wherein the data collection stopping criteria is when the mean of the arrival headway for arrival and departure reach a predetermined degree of confidence.

10. The signalized intersection level of service logging device of claim 8, wherein the predetermined queue number is based on a vehicle arrival rate, a saturation flow rate, and a jam density.

11. The signalized intersection level of service logging device of claim 6, wherein the display device is a liquid crystal display device configured to display text.

12. The signalized intersection level of service logging device of claim 6, wherein the logging device is a portable handheld device.