Loading...
TR9701-CS 970415Sverdrup Civil, Inc. - Dall~s, Texae Office 4311 Oak Lawn Ave. · Suite 300 · Dallas, TX 75219 · Tele: (214) 520-2116 · Fax: (214) 521-3539 TECHNICAL MEMORANDUM April 15, 1997 TO: FROM: SUBJECT: Tony Tramel Dallas County c/o Parsons Brinckerhoff 1701 North Market Street Suite 410 Dallas, TX 75202 Mark G. Goode, III, P.E. Proposed Control Area - Northern Section Job No. 13776 Sverdrup Civil, Inc. has completed an analysis of a section of Belt Line Road and Denton Tap Road in the cities of Irving and Coppell, Dallas County, Texas. The study boundaries are the intersection of Denton Tap Road and Parkway Boulevard on the north and the intersection of Belt Line Road and Oakdale Road on the south. The study area is approximately 14 miles long and includes 34 intersections (see Figure 1). Most of the intersections have existing traffic signals. Two of the intersections are anticipating traffic signals in the near future to support development that is underway. Traffic data have been collected, including hourly directional machine counts, peak hour manual turning movement counts and travel time runs. Field observations have been made to determine intersection geometric conditions, lane usage, signal types and presence or absence of pedestrian signalization. Proposed Control Area Boundary: The proposed control area boundary for the northern section is shown in Figure 2. The section includes the following intersections: Denton Tap Road / Parkway Boulevard Denton Tap Road / Sandy Lake Road' Denton Tap Road / Bethel School Road Denton Tap Road / Bethel Road ~.~l~i~m~ I~.~~"m~a~'~rB B~ 4311 Oak Law. · Suite 300, LB6 4' 75219 · Phone: (214) 520-2116 · Fax: (214)521-3539 Page 1 p~J~RY BLVD. Figure 1 Sturdy Limits Sverdrup Civil, Inc. Dallas, Texas ! ,/ 4311 Oak Lawn · Suit~ 300, LB6 · 75219 · Phone: (214) 520-2116 · Fax: (214) 521-3539 Page 2 COPPELL POP IG, 881 t '\ Figure 2 "~Eontrol Area Boundary Limits NORTH NORTH L~KE P/~RK ----1 I x~ 0 SIGNALIZED INTERSECTION ...... -gVerdrup Civil, Inc. Dallas, Tcxas 4311 Oak Lawn · Suite 300, LB6 · 75219 · Phone: (214) 520-2116 · Fnx: (214) 52 ! -3539 Page 3 · Belt Line Road / · Belt Line Road / · Belt Line Road / · Belt Line Road / · Belt Line Road / · Belt Line Road / · Belt Line · Belt Line Denton Tap Road / Belt Line Road / Southwestern Boulevard Belt Line Road / Airline Drive (proposed) Wrangler Drive Lakeshore Drive (proposed) IH 635 Westbound Ramp IH 635 Eastbound Ramp Regent Boulevard Royal Lane Road / SH 114 Westbound Ramp Road / SH 114 Eastbound Ramp This control area was chosen primarily due to the apparent desire for the majority of the traffic to go from the Coppell area south past the interchange of IH 635 to at least SH 114. In addition, the existing and proposed traffic signals in this area are generally fairly close together. The only location where the distance between the signals would indicate the possibility of not coordinating is between the intersection of Lakeshore Drive and the IH 635 westbound ramp. However, breaking coordination at this location would be not be consistent with serving the heavy southbound through movements in the AM Peak Hour that do not mm off Belt Line Road until south of IH 635. An additional factor that lead to the decision to use the proposed limits for this control area was one of the outputs provided by the computer program Synchro Professional. This output, called the "Coordinatability Factor" is an indication of the recommended areas of coordination based on travel time between the intersections, traffic volumes, platooning of the vehicles, main street volumes and differences in natural cycle lengths. Proposed Coordination Across City Limits: The proposed control area includes traffic signals in both Irving and Coppell. Therefore, coordination across city limit lines will be necessary. This interjurisdictional coordination can be most efficiently accomplished by time-based coordination between the signals. Alternatively, it would also be possible to establish a force account agreement between the cities that would allow one city to control the other city's signals. Proposed Cycle Lengths: Based on the traffic volumes and geometric conditions, we propose to use the following approximate cycle lengths to get good progression along this section of Denton Tap Road and Belt Line Road: Time of Day AM Peak Hour PM Peak Hour Off Peak' Start / End Times 7:00 AM - 9:00 AM 4:30 PM - 6:30 PM All Other Times Cycle Length 100 - 120 sec. 100 - 120 sec. 60 - 75 sec. Direction Favored Southbound Northbound Balanced 4311 Oak Lawn * Suite 300, LB6 O' 75219 * Phone: (214) 520-2116 * Fax: (214) 521-3539 Page 4 Preliminary Measures of Effectiveness: The computer programs being used for this analysis are PASSER II and Synchro Professional. These programs provide a number of measures of effectiveness to evaluate a proposed timing plan prior to implementing it in the field. In particular, "Progression Band Widths" and "Percentile Delay" (in seconds per vehicle) will be used to evaluate the projected effectiveness of the proposed timing plans. Recommended Hardware Improvements: During the data collection and preliminary analysis phases of the project, several problem locations were discovered where the retiming of the traffic signals would be vastly more effective with some minor modifications to the lane assignments, signal head types and/or the signal operations. At the intersection of Denton Tap Road and Parkway Boulevard, the eastbound right turn is very heavy during the times of day when vehicles are approaching or departing the Coppell High School located just west of the intersection. The eastbound approach at this intersection has a dedicated lei't- m lane and two through lanes. When a through vehicle chooses the outside lane, the right-turning traffic queues back a long distance. If this lane were striped for right mm only, the right-ming traffic would be able to turn on red. An additional improvement that would further improve operations at this intersection would be the installation of a 5-section "fight-mm overlap signal" that would be green when the northbound left-mm is being serviced. At the intersection of Denton Tap Road and Bethel School Road, considerable back-ups occur on the westbound approach, which has over 300 vehicles mining left between 7:15 and 8:15 AM. This left-mm movement receives only permitted phasing and must therefore yield to the eastbound traffic. With some minor improvements to the signal heads, a protected left-mm phase could be implemented for the westbound traffic only, prior to the permitted phase. This would allow for more efficient movement of the westbound traffic. A restriping of the eastbound approach to this intersection also appears to be possible, which would allow the fairly heavy right-tm movement to have a dedicated lane. Supression of the protected northbound left-turn phase at this location in the AM Peak would allow for improved southbound progression. At the intersection of Denton Tap Road and Bethel Road, supresion of the southbound left-turn phase in the AM Peak would allow for better progression in the northbound direction. Progression along this stretch or roadway is vastly improved if lead-lag operation can be implemented at the intersection of Belt Line Road / Denton Tap Road / Southwestern Road. This can be accomplished without introducing the "Yellow Trap" effect through the use of Dallas display left-turn heads or non-permissive heads. ~ ~' ~ ~l~'~r~d~ ~~ 4311 Oak Lawn $ Suite 300, LB6 $ 75219 ~' Phone: (214) 520-2116 * Fax: (214) 521-3539 Page 5 At the intersection of Belt Line Road and the IH 635 Eastbound Ramp, the eastbound approach to the intersection is striped for a dedicated left-mm lane and a lane that allows, left tums, throughs and right tums. Considering the very heavy fight-mm .movement in the AM Peak Hour (over 500 vehicles between 7:15 and 8:15 AM), this approach would be more efficiently served by a dedicated fight-mm lane and a lane that allows through and left-mm movements. In addition, a right-mm overlap could be used at this location with the installation of an additional signal head. Progression along this stretch or roadway is vastly improved if lead-lag operation can be implemented at the intersection of Belt Line Road and Regent Boulevard. This can be accomplished without introducing the "Yellow Trap" effect through the use of Dallas display left-mm heads or non-permissive heads. If these proposed improvements are performed prior to the implementation of the recommended timing, the proposed timing will provided much more efficient service to the traveling public. S1~e~lldl~lp 4311 Oak Lawn · Suite 300, LB6 · 7:5219 * Phone: (214) 520-2116 * Fax: (214) 521-3539 Page 6