Motorists' Understanding of Automated Flagger Assistance Devices in Work Zones

Author(s):  
Nada D. Trout ◽  
Melisa D. Finley ◽  
Brooke R. Ullman

Automated flagger assistance devices (AFADs) are designed to be operated remotely by a flagger positioned outside the travel lanes and thus to reduce their exposure to vehicular traffic. There are two types of AFADs: one type uses a remote-controlled stop and slow sign to alternate the right-of-way and the other uses remote-controlled red and yellow lenses to alternate the right-of-way. A gate arm is required only with the latter. Although AFADs may have increased the safety of flaggers, there were concerns that motorists might have misunderstood AFADs and proceeded before it had been safe to do so. As part of a recent Texas Department of Transportation project, Texas A&M Transportation Institute researchers conducted surveys to assess motorists' understanding of both types of AFADs. For the stop–slow AFAD, a newly designed “Wait on Stop–Go on Slow” symbol sign resulted in the highest percentage of participants who understood that they should stop and remain stopped until the AFAD indicated that it was safe to proceed. However, for all of the stop–slow AFAD treatments, a portion of the participants indicated that they would have stopped and then proceeded instead of waiting until the AFAD displayed the slow sign. Thus researchers recommend that a gate arm be required with stop–slow AFADs. For the red–yellow lens AFAD, participants understood the stop phase. However, there was evidence of a lack of understanding of the difference between the proceed and transition phases. Even so, the use of the gate arm appeared to inform motorists when to proceed and when to stop.

Author(s):  
Melisa D. Finley

Automated flagger assistance devices (AFADs) are designed to be operated remotely by a flagger positioned outside of the travel lanes and thus to reduce the flagger's exposure to vehicular traffic. There are two types of AFADs. One type uses a remote-controlled stop and slow sign to alternate the right-of-way; the other uses remote-controlled red and yellow lenses to alternate the right-of-way. A gate arm is required only with the latter. Although AFADs may have increased the safety of flaggers, there were concerns that motorists may have misunderstood AFADs and proceeded before it had been safe to do so. As part of a recent Texas Department of Transportation project, Texas A&M Transportation Institute researchers conducted field studies at lane closures on two-lane, two-way roadways in Texas to assess the operational and safety effectiveness of AFADs relative to the use of flaggers. The research findings show that the violation rate for the stop–slow AFAD without a gate arm is the highest and is significantly higher than the violation rate for the red–yellow lens AFAD (which requires a gate arm). Adding a gate arm to the stop–slow AFAD decreased the violation rate such that it was not significantly different from the red–yellow lens AFAD. In addition, alternative supplemental signs increased motorists' understanding that the stop sign would have changed to a slow sign when motorists were allowed to proceed. Overall, the research findings show that some motorists violate AFADs, especially when the queue of vehicles going in the same direction is visible to the stopped motorist.


Author(s):  
Dale Hudler ◽  
Jonathan Jarvis ◽  
Tim Griffith

The Texas Archeological Research Laboratory (TARL) at The University of Texas at Austin conducted a partial magnetometer survey of The Archaeological Conservancy-owned portion of the A. C. Saunders site (41AN19) during the period between 6-8 December 2005. This survey was sponsored by the Texas Department of Transportation Environmental Affairs Division (TxDOT/ENV) due to a proposed expansion of the right-of-way of U.S. Highway 175 and was conducted under a research design approved by The Archeological Conservancy and TxDOT/ENV. The work was conducted under the direction of Dale Hudler (Principal Investigator) from TARL with a joint TARL/Prewitt and Associates, Inc. field crew (Jonathan Jarvis, TARL and Tim Griffith, Prewitt and Associates, Inc.).


Author(s):  
William Holik ◽  
Cesar Quiroga ◽  
Ioannis Tsapakis ◽  
Jing Li

Drilling and completing oil and gas wells, particularly when using horizontal and hydraulic fracturing techniques, requires enormous amounts of water. Generally, it is cheaper for the industry to move fluids by pipeline than by truck, hence the interest in using permanent and/or temporary pipelines to transport water in areas where oil and gas developments take place. This paper describes temporary pipeline installation and operation practices and how they impact roadside maintenance activities as well as offering guidelines on how to install and operate temporary pipelines. A GIS database of temporary pipeline locations was developed from permits issued by the Texas Department of Transportation between July 2011 and August 2016. General trends indicate that temporary pipelines are typically 3, 4, 8, or 10 inches in diameter. Operators tend to favor certain highway segments to install temporary pipelines within the right of way. When multiple temporary pipelines are installed on segments repeatedly, this can affect maintenance operations. Several trends were observed that necessitate the development of guidelines for temporary pipelines. Many temporary pipelines were placed away from the right of way line, which creates conflicts with maintenance operations and results in some temporary pipelines being in the clear zone. Many temporary pipelines are not anchored in place and roll into the bottom of ditches or do not maintain a uniform alignment, which affects roadside maintenance. The percentage reduction in overtopping flow rate due to installing temporary pipelines through culverts is also analyzed.


Three unmarked graves within the predominantly African American Pioneer Cemetery in the City of Brazoria (Brazoria County), Texas, were exhumed and reburied within the cemetery. The graves were located within the right of way of State Highway 332, and were found during an earlier search phase done in conjunction with a planned expansion of the highway. The burial excavations and reburial were done in March and April 2003, by Prewitt and Associates, Inc., for the Texas Department of Transportation (TxDOT). The graves contained the remains of three unknown individuals—a young woman (17–23 years old), an older woman (45–60 years old), and an infant (2–4 years old)—who died in the late nineteenth or early twentieth centuries.


1987 ◽  
Vol 10 (2) ◽  
pp. 207-223 ◽  
Author(s):  
Nicola Yuill ◽  
Josef Perner

Children of 6 to 9 years and adults judged a story protagonist's degree of blame for a traffic accident. All stories depicted a collision between a protagonist, who had the right of way, and another road user. Stories differed, however, in protagonist's second-order belief about the other road-user's knowledge. For instance, in one story, the protagonist mistakenly thought that the other had noticed her coming and that she could therefore rely on him abiding by the priority rule (principle of mutual trust) and grant her the right of way. This story contrasted with one where the protagonist knew that the other had not seen her and so was not justified in claiming priority. Most 7 and 8-year-old children understood the difference in second-order belief and about half of them were also able to make the correct responsibility attribution that the mistaken protagonist, thinking the other character knew, was less to blame for the accident than the one who knew about the other's ignorance. By 9 years, almost all children understood second-order beliefs and three-quarters were also able to make the correct responsibility attribution. The application of second-order beliefs to the principle of mutual trust is discussed in relation to communication failures and cooperative interaction.


Author(s):  
Timothy K. Perttula ◽  
Bo Nelson ◽  
Mark Walters ◽  
LeeAnna Schniebs

In the spring of 2006 data recovery investigations were completed at the Lang Pasture site (41AN38) by Coastal Environments, Inc. (Baton Rouge, Louisiana) and Archeological & Environmental Consultants, LLC (Austin and Pittsburg, Texas) for the Texas Department of Transportation. The site is situated along the SH 155 rightof- way in the Caddo Creek basin in northeastern Anderson County, Texas, in the Caddo archeological area of Northeast Texas. The archeological excavations indicate that the site was primarily occupied by Caddo peoples during the Frankston phase, sometime after A.D. 1400. The number and kinds of features identified in the right-of-way—portions of two circular structures, two possible ramadas or work platforms, several large pit features, and a number of extended burials with associated funerary offerings— indicate that the Lang Pasture site is likely a domestic farmstead occupied by more than 1-2 families. Most of the site occurs outside the right-of-way on private property. At the time of the data recovery work, Bo Nelson and Mark Walters noted dark midden-stained sediments in gopher mounds ca. 8-15 m west of the 4-5 m wide right-of-way (ca. N189 E184 on the 41AN38 right-of-way grid) but on private property. Since no midden deposits had been identified (and were never identified) in the SH 155 right-of-way, despite extensive excavations, we felt it was important as part of a better and broader understanding of the archeological record at the Lang Pasture site (41AN38) to investigate the midden to establish its content, age, and overall extent. Permission was obtained from the private landowner, Mr. Earl Lang, to carry out a limited amount of work, and this work was done in March 2006. This article presents the results of the archeological investigations at these prehistoric Caddo midden deposits.


1971 ◽  
Vol 24 (2) ◽  
pp. 219-232
Author(s):  
J. V. Inglesby

In this paper the basic principles of avoidance action are developed. It is shown that a unique set of rules exists which will guarantee the safe passage of converging aircraft; when two are involved, if either, or both simultaneously, act according to these rules, it is impossible to have an accident whatever the situation. (This assumes inerrant assessments on the part of Controllers, and it also assumes that the uncontrolled aircraft continues on course.) The rules are consistent with the Rules of the Air. Past attempts to formulate rules are compared.The action taken by an aircraft in flight to avoid coming dangerously close to some other nearby aircraft we call ‘avoidance action’. This action may be made by the pilot should the other aircraft come within his field of view, or if ground controlled, it will be initiated by the Radar Controller. The pilot works to the Rules of the Air and the Radar Controller works to them whenever it is possible for him to do so. The Rules of the Air do not always help the Radar Controller because, in every case, except for two aircraft approaching each other head-on, one or other has the right-of-way and ‘an aircraft which has the right-of-way shall maintain its course and speed.’ This means that an aircraft which has the right-of-way must not take avoiding action. The object of this paper, therefore, is to attempt to propose a set of avoidance action rules which will assist Radar Controllers in their task.


Author(s):  
Carlos H. Caldas ◽  
Zhanmin Zhang ◽  
Kara M. Kockelman ◽  
Khali R. Persad ◽  
Ragheb Al Halabi ◽  
...  

The valuations of properties and the negotiations with property owners are two major tasks in the right-of-way acquisition process for transportation projects. If improved, those tasks can increase the overall project delivery efficiency. The Texas Department of Transportation (TxDOT) funded a research project that aimed to recommend some best practices for successful valuations and negotiations in Texas. The authors reviewed the different strategies and procedures followed in TxDOT by conducting interviews and surveys with right-of-way personnel. Guidelines supported by recommended practices were identified for both valuation and negotiation and then reviewed and validated by experts. Lastly, implementation guides were developed.


2021 ◽  
pp. 195-236
Author(s):  
Sara E. Gorman ◽  
Jack M. Gorman

This chapter describes another reason people succumb to unscientific notions—the discomfort people have with complexity. It is not that people are incapable of learning the facts but rather they are reluctant to put in the time and effort to do so. This retreat from complexity is similar to the other reasons for science denial in that it is in many ways a useful and adaptive stance. But when making health decisions, the inability to tackle scientific details can leave one prone to accepting craftily packaged inaccuracies and slogans. Scientists, doctors, and public health experts are often not helpful in this regard because they frequently refuse to explain things clearly and interestingly. The chapter then argues that scientists need to work much harder on figuring out the best ways to communicate facts to non-scientists. It proposes some possible methods to make scientific thinking more intuitive. By focusing on the scientific method, one can begin to educate people about how to accept complexity and uncertainty, how to be skeptical, and how to ask the right questions.


Author(s):  
Hongmin “Tracy” Zhou ◽  
Magdy Kozman

Traffic in Houston, U.S., has continued growing over the past decade. The Houston District of the Texas Department of Transportation (TxDOT) recently began a pilot study to evaluate a dynamic ramp metering system. The project is aimed to convert ramp metering from local control to system-wide dynamic operation. In Phase I of the project, major control parameters and different metering strategies were tested and evaluated in simulation and field settings for a study corridor installed with six ramp meters. The study identified a base metering plan that overall worked well for sites without restrictive queue conditions. This base plan was that average speed of 50 mph or lower in the right-most two mainlanes will call for metering at a constant metering rate of 850 vehicles per hour for at least 4 min, and that queue occupancy of 50% or higher will call for meter shutdown for at least 1 min. Ramp metering coordinated with the downstream intersection performed well by accommodating diverted traffic caused by ramp metering. When operating ramp meters in a group, metering the immediately upstream meter performed best compared with metering further upstream meters. It is evident that ramp metering caused traffic diversion to the frontage road and also caused reduced queue-jumping behaviors on the frontage road at ramp meters with an immediately upstream exit ramp. The coordinated ramp metering strategy can potentially generate a benefit/cost ratio of 117:1 compared with local metering in the District.


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