Field Evaluation of Automated Flagger Assistance Devices in Work Zones on Two-Lane Roads

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):  
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):  
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.


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.


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.


Author(s):  
Scott A. Cooner

The objective of a two-year study was to recommend school site planning guidelines for transportation-related elements such as site selection, general site requirements and design, bus operations, parent drop-off and pickup zones, driveways, turn lanes, signing and marking, parking, and pedestrian and bicycle access. The research team based these guidelines on a comprehensive review of existing guidelines and the results of field studies at school sites in Texas. Examples are provided of good practices and of practices to avoid for three of the more prominent guidelines. The guidelines are focused on transportation design, operations, and safety within school sites—with a particular focus on the parent drop-off and pickup zones. A site plan review checklist based on the 21 consensus guidelines approved by the project advisory panel is provided. Texas Department of Transportation engineers, field crews, architects, and school district personnel can use this checklist to coordinate efforts and improve the safety and efficiency of school site access and traffic flow.


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.


Author(s):  
Andrew G. Beacher ◽  
Michael D. Fontaine ◽  
Nicholas J. Garber

The traffic control strategy of the late merge in work zones was devised to improve flow and safety at work zone lane closures. Although some states have put the strategy into practice, only a handful of short-term field studies have formally evaluated its effectiveness. Additional field studies were necessary to assess the efficacy of the strategy and its proper deployment. This paper documents the results of a field test of the late merge traffic control conducted over several months. The late merge strategy was evaluated by comparing its effectiveness with that of traditional plans for work zone lane closures. The field test was conducted on a primary route in Tappahannock, Virginia, at a two-to-one lane closure. Results showed that throughput increased, but the increase was not statistically significant. Likewise, time in queue decreased, but the decrease was not statistically significant. These results were much less dramatic than those of other studies. Possible reasons for this disparity include different driver populations, road types, vehicle mixes, and site-specific characteristics. Despite limited improvements in throughput and time in queue, more drivers were in the closed lane, a positive response to the late merge signs.


2022 ◽  
Vol 19 (4) ◽  
pp. 126-130
Author(s):  
V. E. Burak

The article is devoted to the study of a possibility of designating the boundaries of sanitary zones (distancing) for traffic arteries outside settlements within the right-of-way.The study was conducted regarding the current Russian laws, projects of possible changes in legislation and draft amendments. It offers definitions of the right-of-way and of sanitary zone and highlights topics that have not yet been regulated.At the same time, the research methods are of universal character and after introducing other regulatory parameters may be applied for similar research in other countries as well.Calculations and field studies allowed to find that within the railway right-of-way and with the existing train traffic intensity, equivalent continuous sound pressure level in aggregate does not exceed the established maximum permissible level of 80dBA for personnel performing their labour functions within the railway rightof-way.A growth in the Leq/LAeq on the right-of-way from 80,0 to 95,0 dBA may lead to an increase in the hazard class (subclass).An analysis of the actual results of a special assessment of working conditions at JSC Russian Railways showed in the vast majority of cases the acceptability of working conditions evaluated according to noise factor measured at the workplaces of employees working during full or part-time shift on the right-of-way. Hazardous working conditions at the level of some subclasses for certain professions (operator of track measurement, railway track worker) arise rather due to indicators of severity of the labour process. 


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