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HomeMy WebLinkAbout2019-08-13 Transportation Committee Minutes OCEAN CITY, MARYLAND TRANSPORTATION COMMITTEE PUBLIC WORKS CONFERENCE ROOM—204 65TH ST BUILDING E 9:00 AM TUESDAY, AUGUST 13, 2019 TRANSPORTATION COMMITTEE AGENDA 1. General Update and"Follow Up's": A. Review of Bus Ridership, Revenue and Deployments ➢ "Scheduled"vs "Actual" Deployments Per Shift o Bus ridership for August to date is down approximately 5% compared to last year o Ridership for month of July 2019 was down 4.7% from last year. o Mayor Meehan requested that the headway interval be provided in the future by shift and not just as an average. o Council Member DeLuca suggested that brainstorming for possible solutions for ridership and recruitment/retention issues in Transportation be done at the upcoming Strategic Planning Meeting in October. o Ridership for the White Marlin Open shuttle increased by increased by 883 this year. B. Update on Response from MTA regarding Mutual Aid for Artie Buses/Drivers for Special Events (Pages 1 —2) ➢ Response on Possibility of Borrowing Artie Buses in Future o Kevin Quinn, Administrator of MTA responded positively regarding both possible mutual of buses/drivers for Special Events and the ability to loan the Town artics next season. Will check with FTA to be certain they will have enough spare buses to allow them to do this. Mayor Meehan will reach out to Peter Rahn, Transportation Secretary regarding this issue as well. C. Update on Tram Revenue and Deployments (Page 1) o Tram revenue for July showed an increase of 11% over July of last year. o Tram revenue for the month of August to date is showing and increase of 9.65% over last August. 2. Robin Drive— Sidewalk Widening Concept (Pages 1 —5) o Terry McGean made a presentation for a proposed new section of Robin Drive from Coastal Highway to Sparrow lane which would eliminate 15 parking spaces and would widen the sidewalks for pedestrian safety. o Council Member Dare made a motion that we move the proposal for widening the sidewalks on Robin Drive to the full Council just as Terry presented today to the Transportation Committee. Seconded by Council Member Paddack, vote was unanimous. 3. DPW South(3rd and St. Louis Ave)Update: A. Construction Status (Verbal Update) o Hal provided Committee brief overview of construction project status. Construction is on schedule and building should be completed by the 1St or 2nd week of November. B. 3rd Street/Philadelphia Avenue Traffic Signal (Pages 1 —29) o Hal and Terry have requested that State Highway Administration install a traffic signal at 3rd Street and Philadelphia Avenue. Have had the Traffic Group due a study; per State Highway Administration the study did not warrant the installation of the light; met the pedestrian count qualification for a traffic light but not the vehicular. State Highway stated that would reevaluate after building is complete. Hal requested the Mayor's assistance in discussion with State Highway regarding this request. o Terry McGean suggested that State Highway remove the traffic light at 7th Street that is no longer necessary due to parking lot not existing any longer, then install light at 3rd Street and Philadelphia Avenue which would line up with other lights on Baltimore. C. 2nd Street/Boardwalk—Ramping and Gate (Page 1 —Diagram) o With the completion of the DPW South Building; proposing to install a ramp at 2nd Street just like the ramps on Yd Street, 5th Street, etc. Entire street will be revamped with the installation of this ramp and some sewer issues will be addressed as well. D. Vacating of 703 South Philadelphia Avenue (Whiteside Lot) (Page 1 —Diagram) o Hal informed the Committee that we are on schedule to move out of the Whiteside Building sometime in January 2020. FY'20 currently has $62,000 in the budget to cover the cost of demolishing the building, striping the parking lot and adding Parkeon pay stations to the lot. 4. Adjourn (Next meeting September 10, 2019) o Council Member DeLuca made motion to adjourn meeting, seconded by Council Member Paddack, vote was unanimous. Meeting adjourned at 9:55 am. TRANSPORTATION COMMITTEE MEETING MINUTES TUESDAY, AUGUST 13, 2019 Call to Order:The meeting was called to order at 8:58 am by Mayor Rick Meehan in the Public Works Administration Conference Room. Present were Council Member Dennis Dare, Council Member Tony DeLuca, Council Member Mark Paddack, Hal Adkins, Mark Rickards, Brian Connor, City Manager Doug Miller,Jim Parsons, Mayor Rick Meehan, Terry McGean, Shawn Soper, and Josh Kim 1. General Updates and "Follow Up's": A. Review of Bus Ridership, Revenue, and Deployments: Hal asked Mark to review ridership information and revenue information with Committee. • Mark informed the Committee that to date; ridership for August is down about 5% from last August. Ridership for July was down approximately 4.7%from July of last year. Numbers show that Sunday is the slowest day for ridership on the buses and that Saturday is the busiest day of the week on buses. • Council Member Dare stated that deployments are up and ridership is still down. Hal pointed out that in his opinion there is no correlation that show increasing deployment will increase ridership. Council Member Dare agreed. Mark Rickards stated that the bus frequency all summer long has been 10 minutes or less and that operational Supervisors are doing a good job in deploying buses to areas needed. • Mayor Meehan asked if the 10 minutes time frame is being met on all shifts; or is the 10 minutes only the average. Biggest concern is the 10 minute frequency being met on the 6 pm to midnight shift or is the frequency not being met during that time period due to call outs? Mark stated that Steve has been using signup sheets to allow drivers to sign up to be contacted to cover additional shifts due to call outs. • Mayor Meehan stated that the 6 pm to midnight shift is the shift that he feels needs to be covered;that is the shift that is missing deployment numbers. Mayor Meehan asked that the time interval between buses on the 6 pm to midnight shift be presented to the Committee. • Council Member DeLuca asked what the date was for the Strategic Planning meeting. City Manager Miller stated that it would be in October. Council Member DeLuca suggested that some brain storming be done at the meeting in October for possible solutions for recruitment/retention issues and ridership; possible additional artic bus discussion. • Hal also provided the Committee with ridership figures for the White Marlin open shuttle service it increased drastically from last year's ridership. • Hal also pointed out that through Wayne Evans that City Manager has scheduled an employee recruitment and retention meeting this Thursday with multiple departments throughout the Town having difficulties recruiting enough seasonal staff. B. Update on Response from MTA regarding Mutual Air for Artic Buses/Drivers for Special Events and Future Possibility of borrowing Artic Buses— Hal provided Committee with email from Kevin Quinn,Administrator of the MTA regarding artics. He also explained that Kevin Quinn's position is just below Peter Rahn,Transportation Secretary. • Email with Kevin Quinn has positive outcome. He needs to check with FTA to be certain that MTA can meet their 25%spare bus ratio; and then will consider both loaning artic buses to us in the Future and possible Mutual Aid for Special Events. Mayor Meehan stated that he would also speak with Peter Rahn regarding this topic. C. Update on Tram Revenue and Deployments—Hal asked Mark to review the numbers on Tram Revenue and Deployments. • Mark stated that Tram revenue has been fairly steady. July revenue showed an increase of 11%over last July; the month of August to date shows an increase in revenue of 9.65%. Mark also stated that the Tram Division is fully staffed and that the maintenance issue with the tie rods has been resolved. • Hal pointed out to the Committee that in FY'20 budget projections were for ridership to go down 10% and revenue to increase by 18%. Mayor Meehan stated that we are not meeting our 18% revenue increase projection; he stated he felt that we started out behind due to tie rod issues and deployments not being met and we have not caught up. In his opinion deployments not being met are part of the reason for ridership decrease. Hal provided the Committee with the numbers for Tram ridership. Mayor Meehan likes this format and would like the ridership numbers provided in the future as well as revenue and deployments. • Hal informed the Committee that he would like to sit down with operational staff of the Tram Division at season end to discuss operational issues and ridership to try to resolve some of the issues within the Division. Council Member Paddack stated that he felt that you needed to hold a meeting with key employees of the Tram Division now to try to salvage what remained of the season. • Mayor Meehan asked if 4 deployments in the daytime was enough to meet needs. Hal stated that he really was not sure. Council Member DeLuca suggested adding additional deployments in the daytime now to see if it makes a difference. Hal stated that staffing issue would not allow them to add additional deployments now. Mayor Meehan stated that the night time Trams are full from what he sees when on Boardwalk. 2. Robin Drive—Sidewalk Widening Concept • Terry made a presentation for a proposed new section of Robin Drive from Coastal Highway to Sparrow lane which would eliminate parking on the south side of the street but would widen the sidewalks and make them safer for pedestrians. • Terry stated that by widening the sidewalks from Coastal Highway to Sparrow Lane; it would make for better pedestrian safety in that area. In order to widen the sidewalks Terry proposes that we take the parking lane off to widen the sidewalk; this would result in the loss of 13 standard parking places and 2-time restricted parking places. • Terry stated that it would look a little strange as the utilities in that area would not be undergrounded so would be in the middle of the sidewalk. Council Member DeLuca asked if there is any long term plan to underground utilities on Robin Drive. Hal stated that currently there is not; that the cost would be millions of dollars. • Terry said the only negative is the loss of the 15 parking spaces; of which 6 of them are on the north side of the street near Old Pro Golf. Terry stated that the average daily occupancy of the parking places in this area was 2.5 vehicles from July 15th through the 21St • Mayor Meehan stated that he felt this is a good idea and agrees that there are a lot of pedestrians that utilize this street. Council Member Dare stated that after the reconstruction of 139th and 141"Street with sidewalk widening it is much safer and looks great. • Council Member Paddack asked if Terry had done any outreach to the owners of Buxy's or Old Pro Golf;Terry said he had not and that he normally waits until after Council approval to reach out to business owners. Mayor Meehan asked that he reach out to the two business owners and then anyone wishing to discuss could be at the meeting Monday. • Terry pointed out that the sidewalk widening would in no way impact any private property owners; all the area for widening would be within our right of way. Hal stated that not only will the sidewalks be widened but there would be 5 additional fire hydrants installed,the storm drains would be replaced and we would be milling and resurfacing the entire street; work would start in late October and finish April 151 • Council Member Dare made a motion that we move the proposal for widening the sidewalks on Robin Drive to the full Council as Terry presented today to the Transportation Committee. Seconded by Council Member Paddack. Vote was unanimous. 3. DPW South Update A. Construction Status—Hal gave the Committee a brief overview of the Construction status to date. The building should be completed by the 151 or 2nd week of November. B. 3rd Street/Philadelphia Avenue Traffic Signal—Hal informed the Committee that he and Terry have been working with Betty Tustin of the Traffic Group and State Highway Administration to do a study to warrant a traffic light at 3rd Street prior to the summer of 2020 • The estimated cost to install the traffic light at 3rd Street is approximately$290,000. • After reviewing the traffic study, SHA stated that they would revisit the installation of a traffic light at 3rd Street and Philadelphia Avenue after the facility was complete. • Terry did suggest that the traffic light at 7th Street was put there due to a large parking lot that used to be there that no longer exist. He suggested that the traffic light at 71h Street could be taken down and a light at 3rd Street and Philadelphia Avenue could be installed. This will then align with the signal at 3rd and Baltimore Avenue. • Hal asked Mayor Meehan for assistance with talking to SHA to get the light at 3rd Street. C. 2nd Street/Boardwalk—Ramping and Gate • Hal informed the Committee that we are proposing to put a ramp at the end of 2nd Street,just like at 3rd Street, 51h Street, etc. Council Member Dare asked if the installation of this ramp would result in revamping the whole street; Hal stated that it would. Hal also stated that there were some sewer issues that needed to be resolved on 2nd Street as well. • Terry stated that there has been some push back from owners of Ocean Gallery and Plim Plaza;the push back is less about the installation of the ramp and more about the additional Tram traffic with the high volume of traffic and delivery trucks which already utilize 2nd Street. D. Vacating of 703 South Philadelphia Avenue (Whiteside Lot)— Hal informed the Committee that we are on schedule to move out of the Whiteside Building sometime in January of 2020. • Currently have $62,000 in FY'20 for demolition of Whiteside building, striping for parking lot and Parkeon machines. • Unless the Mayor and City Council have other desires for the use of the property will be commencing with demolition and turning into a parking lot. Mayor Meehan building needs to be demolished and lot cleaned up. Council Member Dare stated at this time proceed with parking lot. Motion to adjourn was made by Council Member DeLuca; seconded by Council Member Paddack. The vote was unanimous. Meeting adjourned at 9:55 am. The next Transportation Committee meeting will be held on September 10, 2019, in the Public Works Administration Conference Room at 9:00 a.m. TRAFFIC GROUP STUDY PHILADELPHIA AND 3RD STREET TRAFFIC SIGNAL y MW ib N. -I oro i y j -_--_' '-----' - _-'_-'------_-'----_-_ " J.-938j-s pUe �,_-__--�----�` U"i IZ T -77e ' �V �f '----------'-- L��-------- � 133cli}s P/C _-----_'----------------_----_-'_-'-----'-_------'__------'-_' ` ----_-'---_ ! Larry Hogan 401 LWM)r Governor MARYLAND DEPARTMENT Boyd K.Rutherford Lt.Governor OF TRANSPORTATION Pete K.Rahn STATE HIGHWAY secretary ADMINISTRATION Gregory Slater Administrator 3 October 10,2018 Terence J.McGean, P.E. City Engineer Town of Ocean City City Hall 301 Baltimore Avenue Ocean City MD 21842 Dear Mr. McGean: This is a follow-up to your traffic signal request at the intersection of MD 528(Philadelphia Avenue)and 3rd Street in Ocean City, Worcester County. The Maryland Department of Transportation State Highway Administration(MDOT SHA)Office of Traffic and Safety(OOTS)has completed our review and would like to share the findings with you. The traffic engineering team reviewed the traffic signal warrant analysis study and the pedestrian gap study sent by District 1 Traffic to determine if a full traffic signal should be considered. There are a high number of pedestrians utilizing this intersection; however,a traffic signal is not warranted solely on pedestrian activities. The traffic volumes are currently below the minimum threshold to warrant a traffic signal. MDOT SHA will revisit this matter to see if additional traffic volumes will be generated once the new public facility, redevelopment of the park, and the northwest bus stop are fully developed. Thank you for your interest in this matter of traffic safety and operations. Should you have any questions or wish to discuss this matter further,please do not hesitate to contact me at 410-787-5815,toll-free 1-888-963-0307,or via email at cward@sha.state.md.us. I will be happy to assist you. Sincerely, Cedric Ward, P.E., Director Office of Traffic and Safety cc: Mr. James W. Meredith,District 1 Engineer, MDOT SHA Ms.Jana B. Potvin,Assistant District 1 Engineer-Traffic, MDOT SHA .6 TOWN OF OC" a"AN The White Marlin Capital of the World MAYOR RICHARD W. MEEHAN CITY COUNCIL August 21, 2018 LLOYD MARTIN President RE: Traffic Signal Request, MD 528 at 31d Street MARY P. KNIGHT Secretary Mr. James Meredith DENNIS W. DARE District#1 Engineer ANTHONY J. DELUCA Maryland State Highway Administration JOHN F. GEHRIG,JR. WAYNE A. HARTMAN 660 West Rd. MATTHEW M.JAMES Salisbury, MD 21802 CITY MANAGER Dear Mr. Meredith: DOUGLAS R. MILLER CITY CLERK The Town of Ocean City is currently constructing a new Downtown Public Works DIANA L. CHAVIS Facility between 2nd and 3rd Streets off St. Louis Ave. An important part of the operation of this facility will be housing and maintaining the boardwalk trams. As part of that operation, each tram will be deployed from the new facility to the boardwalk and back each day. The trams will access the boardwalk via a loop utilizing 211 and 3rd street. In addition to the public works facility, the Town is currently in the planning process to re-develop the existing city park between 3rd and 4th streets on the bayside. Redevelopment of the park is expected to increase pedestrian and vehicle traffic to this area. On October 26, 2017 the Town submitted a Signal Warrant Study completed by the Traffic Group which found that the intersection at 3rd Street and Philadelphia Ave met signal Warrant #4 for Pedestrian Volume under current conditions. Based on the findings of that study and concerns regarding tram crossing from the new facility, future increased pedestrian volume from the proposed re-development of the 3rd street park as well as current difficulties with bus movement, the Town of Ocean City requested that a signal be installed at that intersection. In your response to that request dated November 7, 2017 you stated that although the intersection met warrant#4, since a large number of pedestrians were crossing at the intersection it was likely that acceptable traffic gaps were available to safely facilitate these crossings without a new signal. Therefore the Town of Ocean City commissioned the Traffic Group to conduct a pedestrian gap study to investigate if, under current unsignalized conditions, pedestrians are indeed able to cross Philadelphia Ave safely at 3rd street. The completed gap study is enclosed, the analysis clearly shows that insufficient gaps exist to allow for safe pedestrian crossing at the intersection. The Highway Capacity Manual provides guidance for pedestrian delay times at intersections. The manual notes that level of service F delays (ie delays exceeding 45 seconds) have a "high likelihood of pedestrian risk taking". At the 3rd Street intersection level of service F delays occurred during all 4 peak hours of the study with delays times of almost 15 minutes between acceptable gaps. A review of video footage taken of the intersection during the study, confirms the findings. Pedestrians are routinely observed to run across the street darting between traffic. www.oceancitymd.gov M-AmerncaMy P.O.BOX 158.OCEAN CITY,MARYLAND.21843-01581I1I11 F City Hall-(410) 289-8221 •FAX-(410)289-8703 2001 Based on the results of this study, and noting the importance that both the Town of Ocean City and the Maryland State Highway Administration place on pedestrian safety, Ocean City would again respectfully request that a traffic signal be installed at the intersection of Philadelphia Ave (MD 528) and 3rd Street. Thank you again for your consideration of this matter. If you have any questions, please feel free to contact me anytime. Sincerely, Terence J. McGean, P.E. City Engineer (410) 289-8796 cc: Hal Adkins Betty Tustin enclosures NAugust 10, 2018 Ae CO Tlaffk Mr. Terry McLean Town of Ocean City 301 Baltimore Avenue �w Ocean City, Maryland 21842 ASERVICE DISABLED RE: Philadelphia Avenue (MD 528) &Third St VETERAN-OWNED GAP ANALYSIS SMALL BUSINESS Worcester County, Maryland Our Job No.: 2017-0307 Delmarva Region Dear Mr. McGean: 104 Kenwood Court Berlin,Maryland 21811 Phone:443.290.4060 This refers to correspondence from the Maryland Department of Transportation Cell: 410.603.6251 State Highway Administration dated November 7,2017 to you and dated May 9,2018 to the Honorable Rick Meehan, Mayor of the Town of Ocean City regarding a Traffic Corporate office Signal Warrant Analysis which was completed for the intersection of MD 528 Baltimore,MD 1.800.583.8411 (Philadelphia Avenue) at Third Street in Ocean City, Maryland. The Traffic Signal Warrant Analysis was completed by The Traffic Group and is summarized in its report of the October 25, 2017. A copy of this correspondence is enclosed for your convenience. FIELD OFFICE LOCATIONS The Traffic Signal Warrant Analysis evaluated the existing vehicular (motorized and Arkansas non-motorized) and pedestrian volumes at this intersection in accordance with the Arizona procedures set forth in the Manual on Uniform Traffic Control Devices, 2009. This Georgia Maryland analysis found that Warrant #4, Pedestrian Volume, is met for this intersection. As New York noted, Third Street is a articular) high volume pedestrian intersection due to the North Carolina particularly g Ohio location of the bus stop on southbound MD 528 just north of Third Street. South Carolina Texas Utah In its correspondence dated November 7, 2017, MDOT SHA suggested that a Gap Virginia Washington State Analysis should be conducted as, given that there are so many pedestrians who are West Virginia crossing MD 528 at Third Street, sufficient gaps must be available. That conclusion might be reached by looking solely at the numbers. However, the videos used to obtain the vehicular and pedestrian counts clearly show that pedestrians are weaving in-between slow moving vehicles because there are insufficient gaps.Snapshots from these videos are provided below. EEL— I - __ 4 414 '. 1 1 Merging Innovation and Excellence'' www.trafficgroup.com v � h �s A Gap Analysis was completed to demonstrate that insufficient gaps are available for pedestrians to cross MD 528, Philadelphia Avenue. The Manual on Uniform Traffic Control Devices' recommends a walking speed of 3.5 ft/second in designing a Pedestrian signal. The Highway Capacity Manua 12 states that a pedestrian start up time and end clearance time should be added to the equation to determine the critical gap for a single pedestrian to cross. The Manual of Transportation Engineering Studies3 2nd edition, recommends that 3.0 seconds is required for the start up and end clearance times. Maryland 528, Philadelphia Avenue, is 46 feet wide at its intersection with Third Street. Using a 3.5 ft/second walking speed and a 3.0 second start up and clearance time, critical gaps of 16.14 seconds or longer are required for a single pedestrian to cross. Research indicates that longer critical gaps are required for pedestrians travelling in platoons. Therefore, a critical gap of 18 seconds or longer may be needed. Exhibit 1 summarizes the number of pedestrians crossing Philadelphia Avenue for each hour on a Friday and Saturday in July 2017. As seen on this exhibit, the number of pedestrians is greatest during the hours from: 3:00 to 4:00 PM 6:00 to 7:00 PM 7:00 to 8:00 PM 8:00 to 9:00 PM ' Manual on Uniform Traffic Control Devices, U.S. Department of Transportation, Federal Highway Administration, 2009, page 497. 2 Highway Capacity Manual 2010,Transportation Research Board, Chapter 19, page 31. 3 Manual of Transportation Engineering Studies, 2nd Edition, 2010, page 247 2 Exhibit 2 summarizes the gaps 16 seconds or longer which are available for each hour on a Friday and Saturday in July 2017 and Exhibit 3 summarizes the gaps 18 seconds or longer. 3:00 to 4:00 PM: During this one hour period, 110 pedestrians crossed Philadelphia Avenue on Friday and 129 on Saturday.The 110 pedestrians were provided 28 gaps of 16 seconds or longer, and 21 gaps of 18 seconds or longer. The 129 pedestrians on Saturday were provided 14 gaps of 16 seconds or longer and 10 gaps of 18 seconds or longer.This indicates that at best, a 16 second gap was provided an average of every 2.14 minutes, and at worst,an 18 second gap was provided every 6.0 minutes. 6:00 to 7:00 PM: During this one hour period, 99 pedestrians crossed Philadelphia Avenue on Friday and 121 on Saturday. The 99 pedestrians were provided 18 gaps of 16 seconds or longer and 11 gaps of 18 seconds or longer. The 129 pedestrians on Saturday were provided 4 gaps of 16 seconds or longer and 4 gaps of 18 seconds or longer.This indicates that at best a 16 second gap every 1.8 minutes and, at worst, an 18 second gap was provided every 15.0 minutes. 7:00 to 8:00 PM: During this one hour period, 121 pedestrians crossed Philadelphia Avenue on Friday and 143 on Saturday.The 121 pedestrians were provided 28 gaps of 16 seconds or longer and 23 gaps of 18 seconds or longer. The 143 pedestrians on Saturday were provided 7 gaps of 16 seconds or longer and 7 gaps of 18 seconds or longer.This indicates that at best, a 16 second gap was provided every 2.14 minutes, and at worst, an 18 second gap was provided every 8.5 minutes. 8:00 to 9:00 PM: During this one hour period, 135 pedestrians crossed Philadelphia Avenue on Friday and 164 on Saturday.The 135 pedestrians were provided 24 gaps of 16 seconds or longer and 21 gaps of 18 seconds or longer. The 164 pedestrians on Saturday were provided 7 gaps of 16 seconds or longer and 5 gaps of 18 seconds or longer.This indicates that at best, a 16 second gap was provided at every 2.5 minutes and at worst, an 18 second gap was provided every 12.0 minutes. The Highway Capacity Manual defines a Level of Service for pedestrians at unsignalized intersections in terms of the control delay experienced by a pedestrian. As can be seen from the table below, delays in excess of 45 seconds exceeds a pedestrian's tolerance level and there is a high-level of risk taking. Exhibit 19-2 Level-of-Service Criteria: Pedestrian Mode (Highway Capacity Manual 2010) Control Delay LOS (s/pedestrian) Comments A 0-5 Usually no conflicting traffic B 5-10 Occasionally some delay due to conflicting traffic C 10-20 Delay noticeable to pedestrians, but not inconveniencing D 20-30 Delay noticeable and irritating,increased likelihood of risk taking E 30-45 Delay approaches tolerance level, risk-taking behavior likely F >45 Delay exceeds tolerance level,high likelihood of pedestrian risk taking Note: Control delay may be interpreted as s/pedestrian group if groups of pedestrians were counted as opposed to individual pedestrians. 3 In conclusion, the results of the gap study clearly indicate that sufficient gaps are not being provided for pedestrians to cross Philadelphia Avenue at 3rd Street. The Traffic Signal Warrant Analysis is thus supported and a signal is warranted based on the Warrant#4, Pedestrian Volume. Cq) If you have any comments or questions regarding our analysis, please do not hesitate to contact me at btustin@trafficgroup.com or 443-290-4060. Sincerely, Betty H.Tustin, P.E., PTOE Project Manager BHT:smb (F:\2017\2017-0307—Philadelphia Ave.(MD 528)and Third St\DOCS\REPORTS\Gap Study Ltr Rpt_McGean-rev.docx) 4 Friday, 07/07/2017 Saturday, 07/15/2017 Time North leg South leg Total North leg South leg Total 7:00-8:OO AM ®© 8:00.9:00 AM 9:00. 10:00 AM � ® ,• ®� 10:00- 11:00 AM ®©® •• � :i 11:00. 12:00 PM 12:00- 1:00 PM 1:00.2:00 PM 2:00-3:00 PM •� ®�®� 3:00.4:00 PM •• �®�®® 4:00.5:00 PM •• ® ., ®® 5:00-6:00 PM 6:00.7:00 PM 7:00.8:00 PM �®® •• �� 8:00.9:00 PM ®®® , • �, Total I 837 I 189 I 1,026 I 1,008 I 347 I 1,355 GAP ANALYSIS SUMMARY Philadelphia Avenue & 3rd Street Frida 1 1 017 S aturday, 07/15/2017 Number of gaps over 14 seconds t 66 66 � � � • 65 67 4cz 6 43 Killy-11 41 26 30 23 32 39 40 32 37 25 33 26 33 19 oil 33 17 27 4 34 10 28 10 EXHIBIT 2 TjZ2 RESULTS OF GAP ANALYSIS (14+ SECONDS) kiffic Sh.17030711NITIALIgapslgaps 14.7+.x1sx-GAPsummary,F08/06/18 6 GAP ANALYSIS SUMMARY 1z Philadelphia Avenue & 3rd Street Friday, 07/07/2017 Satur07/15/2017 e Number of gaps over 16 seconds 00 00 Am 59 61 :0 00 AM 59 54 :0 AM 42 36 34 25 11:00 00 PM 21 16 PM 27 30 00 00 'M 30 24 00 00 PM 31 20 00 00 PM 28 14 00 00 PM 26 12 00 00 PM 28 13 • 00 00 PM 18 4 00 00 PM 28 7 8:00 00 PM 7 . , l 455 EXHIBIT 3 RESULTS OF GAP ANALYSIS (16+ SECONDS) &M1 Sh,17030711NITIALIgapslgaps 16+.x1sx-GAPsummary1 F08107/18 7 GAFF ANALYSIS SUMMARY � 3 Philadelphia Avenue & 3rd Street • , 1 1 1 • . 1 1 54 53 53 49 • � � i � � 38 26 26 22 18 13 - 23 20 :1 ky, 24 16 30 17 21 10 zi ITJ 24 9 V IT, 21 9 • � � � � - 11 4 ' M 23 7 i - 21 5 N EXHIBIT 4 7 � RESULTS OF GAP ANALYSIS (18+ SECONDS) Gr�a�� Sli,17030701TIAUgapslgaps 18+.x1sx-summary,F08/03/18 8 Larry Hogan AV II . m Governor_ Boyd K_Rutherford MARYLAND DEPARTMENT U.Governor OF TRANSPORTATION Pete K.Rahn Secretary ,- STATE HIGHWAY Gregory Slater ADMINISTRATION Administrator �61R'912WAPJWpNu.Yru@.�ifL'.is`4SWWNla%•,ELTGAYkCccfi'3P}'�Vby.12i!]G°,0..:GRA�T.4^xW TCi' 'SL'dCYflX"drt�JtCl°LLyC.E!51:dlkYPflril.*�'is�, ' May 9,2018 The Honorable Richard W.Meehan Mayor of Ocean City 301 North Baltimore Avenue Ocean City MD 21842 Dear Mayor Meehan: The Maryland Department of Transportation, State Highway Administration (MDOT SHA) appreciates the opportunity to review the traffic signal warrant analysis for the intersection of MD 528 (Philadelphia Ave)and 3rd Street in Ocean City. The Office of Traffic and Safety/Traffic Development and Support Division (OOTS/TDSD) completed the review and found insufficient warrants for a full traffic signal. While Warrant 4 is met, sufficient gaps appear to be available for pedestrians to cross the street. To merit a new signal Warrant 1 and/or Warrant 2 should also be met. Therefore, a new signal is not justified at this time. Rather it is recommended that once the proposed new public works facility is fully operational,the intersection should be revisited, and a new signal warrant analysis should be conducted to determine if additional warrants are met. Thank you for contacting MDOT SHA regarding your concerns at the intersection of Philadelphia Avenue and 3rd Street. If you have any questions or concerns regarding this review, please contact Ms.Jana B. Potvin,Assistant District Engineer Trak at 410-677-4040 or email at jpotvin@sha.state.md.us. Sincerely, J es W. Meredith District Engineer cc: Mr. Hal Adkins, Director, Public Works, Ocean City, Maryland Mr. Terence J. McGean, City Engineer, Ocean City, Maryland Ms. Jana B. Potvin, Assistant District Engineer Traffic MDOT SHA 660 west Road,Salisbury,MD 21801 1 410.677.4000 1 1.800.825.4742 I Maryland Relay TTY 800.735.2258 1 roods.maryland.gov 1 Larry Hogan Governor .. Boyd K.Rutherford MARYLAND DEPARTMENT Lt.Governor OF TRANSPORTATION Pete K.Rahn Secretary STATE HIGHWAY Gregory Slater ADMINISTRATION Administrator November 7, 2017 15 Terence J.McGean,P.E. City Engineer P.O. Box 158 Ocean City MD 21843-0158 Dear Mr. McGean: The Maryland Department of Transportation State Highway Administration(MDOT SHA) would like to thank you for the opportunity to review the Traffic Signal Warrant Analysis,dated October 24,2017,for the Downtown Public Works Facility in Ocean City. The Traffic Signal Warrant Analysis is for the signal for MD 528 at 3rd Street. It is the understanding of MDOT SHA that the new facility will be located off St. Louis Avenue between 2nd and 3rd Streets,and plans are underway for the redevelopment of an adjacent park. After reviewing the submittal,MDOT SHA,District-1 Traffic offers the following comments: 1. Reliance on Warrant 4,Pedestrian Volume,should be accompanied by a gap study. Given that so many pedestrians can cross each hour would indicate that acceptable gaps are available. 2. The redeveloped park cannot be considered as a contributing factor. The report did not include a timeline for the improvements nor did it include data to support the anticipated increase in vehicular or pedestrian traffic. 3. Exhibit 5 indicates all trips to and from the site will be via the MD 528 at 3rd Avenue intersection. Does the site development plan prohibit movements that would allow employees to access the site via St. Louis Avenue at the 2nd and 3" Street intersections or MD 528 at 2nd Street? If available,please include the site development plan showing proposed access points for the facilities with future submittals. If you have any questions or concerns regarding this review,please contact Ms.Jana B. Potvin, Assistant District Engineer Traffic,at 410-677-4040 or by email at jpotvin@sha.state.md.us. Ms.Potvin will be happy to assist you. Sincerely, J hies W. Meredith District Engineer cc: Mr. Hal Adkins,Director, Ocean City Public Works Ms. Betty Tustin, Project Manager,The Traffic Group Ms. Jana B. Potvin,Assistant District Engineer Traffic, MDOT SHA 660 West Road,Salisbury,MD 21801 1 410.677.4000 1.800.825.4742 i Maryland Relay TTY 800.735.2258 1 roads.maryland.gov2 Study Name Philadelphia Avenue & 3rd Street Start Date 07/07/2017 Through Traffic on Minor �� NN (Gaps in seconds) Start Time 7:00 AM "" r Group. 1 2 0 0 2 0 10 15 3 ;., _ : 1 1 2 2 y 2n ;'1 6 _ 1 1 1 1 1 1 0 10 16 gRX2 0 0 2 1 0 g 17 2 1 3 0 2 1 7 17 2 2 2, .. 3 4 6 v ; L 19 1 2 2 2 3 2 0 6 18 2 0 a 4 1 1 2 �ba.1 at :)0 :v _M a� 11 0 2 3 1 1 1 0 6 14 1 1 ' �r?" 1 1 ¢45 "1 1 4 12 2 0 3 1 2 1 0 3 12 5 .fi, 0 1 0 0 1s .�:i.;1 0 5 8 1 2 0 3 0 6 0 1 13 3 2 0 1 0 0 F2; 0 4 10 2 3 1 2 1 1 0 1 11 ' 1 1 3 1 0 1 . `z.; 0 0 7 2 0 0 1 1 0 1 1 6 2 1 2 0 0 2 Wit`0 2 9 3 1 1 0 2 0 0 1 8 �i _2 1 1 0 0 1 1 0 6 . 1 1 1 1 1 � '1 1 7 0 2 0 0 2 0 1 3 i 8__ 2 0 2 0 2 0 Ns' 0 5 11 ' 3 4 2 1 2 1 0 2 15 3 0 2 1 2 1 0 4 1 0 1 1 0 1 1 9 0 1 1 0 0 2 ' 0 3 7 ' 3 0 0 2 1 0 0 3 9 1 1 2 0 1 0 _: 2 3 10 0 2 0 2 1 1 2 9 1 0 1 2 0 ?f� �Lb r $ 2 9 1 2 0 1 0 0 1 2 7 0 3 2 0 0 2 '>,0 2 9 ' 2 1 1 1 2 1 0 0 8 2 1 0 0 0 3 1 2 9 2 0 0 1 1 0 1 4 9 0 1 1 1 1 1 e 0 2 7 ' 2 1 0 3 0 0 0 2 8 3 0 0 2 2 0 ?3;; .-1 1 9 0 0 3 0 0 0 0 4 7 2 1 2 0 0 0 1 1 7 ' 2 5 1 1 0 1 3 0 13 1 1 2 0 1 1,; ,;' 0 0 6 • �� ' 2 3 0 0 0 1 1 0 7 4 2 0 1 0 0 0 1 8 • 1 0 0 1 0 0 0 2 4 2 2 0 1 0 1 6iw��4' 0 2 8 ' 3 0 1 2 1 0 1 1 9 2 3 1 2 0 00 0 8 ' 0 1 1 4 1 1 0 1 9 1 1 3 ..;: '0 0 1 '2 0 8 2 1 0 2 0 3 0 1 9 1 0 0 1 1 0 1 1 5 1 0 0 0 1 0 1 5 8 0 2 0 1 0 0 1 2 6 SE,17030TINITIABgapslgaps 14.7+,xlsx-Fdday,F08/06/18 7 Study Name Philadelphia Avenue $ 3rd Street C�il Start Date 07/15/2017 Through Traffic on Minor Yhe (Gaps in seconds) T � Start Time 7:00 AM Tn7ffk i� Glvvpf 2 2 1 1 1 2 0 9 18 2 1 1 3 1 0 1 8 17 1 3 2 1 0 0 2 7 16 0 2 2i 1 1 1 2 6 15 1 1 2 0 2 2 1 8 17 3 1 2 '; 2 1 1 0 9 19 6 2 1 2 2 1 0 4 18 3 1 0 �;� �;; 1 2 0 1 5 13 0 3 2 2 0 1 0 2 10 3 3 1 0 1 1 0 2 11 2 2 1 0 1 1 1 3 11 2 2 2 '4?.;, 1 0 0 0 4 11 0 2 2 1 0 2 1 1 9 0 0 0 t 'i; 0 0 1 1 3 5 0 1 0 1 1 2 0 1 6 a 1 0 0 R,,, q, 3 0 0 2 p 61 0 20 0 1 0 1 5 2 2 1, 2 s 1 2 0 0 1 1 0 0 0 4 2 1 0 __. �r 0 1 0 0 1 5 3 2 _ 1 0 0 0 1 10 VEi,_. :!- :: _ � 3 2h�'� 2 , 0 1 0 ' 2 3 1 4 0 0 0 1 11 2 1 2N, 1 1: ''. 0 0 0 sF :j 3 2 1 0 0 2 2 11 1 0 0 0 0 10 ... 0 0 1 0 0 3 6 2 0 0 , z, +, 3 02 2 0 0 2 ' 0 0 1 0 2 0 0 3 6 q c ., 2 1 0 0 0 0 0 1 4 3 1 00 0 0 ',_ 1 6 3 2 1 0 0 1 0 1 8 4 0 2 0 0 0 .: 1 ' 2 0 0 0 1 0 0 1 4 2 2 2 0 , rte. r• 0: � 1RT 8 2 1 0 0 0 1 0 1 5 1 0 1 0 k. 1 0 2 1 0 0 0 1 5 0 1 0 0 1 0 0 0 2 2 3 0 1 0 0 0 0 6 1 0 0 0 ,;,_ 2 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 i 0 0 1 0 0 0 0 1 2 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 2 0 1100 1 1 0 00 0 2 3 0 0 0 0 0 0 . 1 4 0 u 0 " `_._0 1 1 0 0 0 2 0 0 0 1 1 0 0 0 2 2 0 0 0 0 0 0 0 2 1 1 0 0 0 0 0 0 2 0 1 0 2 0- 1 0 p 4 Sli,17030TINITIALIgapslgaps 14.7+.xlsx-Saturday,F08/06/18 8 Study Name Philadelphia Avenue & 3rd Street Start Date 07/07/2017 Through Traffic on Minor �• 711e (Gaps in seconds) 1rC Start Time 7:00 AM 2 0 0 2 0 10 15 1 12 2 2 1 6 15 ' 1 1 1 1 1 0 10 15 2 d_'�',_ 0 0 1 09 14 „ 2 1 3 0 2 1 7 16 2 - 2 0 3 4 0 6 17 + 2Y 2 2 3 2 0 6 17 0' .i+,., 1 12 1 0 >�f<; 4 {. 9 ++ ' 2 3 1 1 1 0 6 14 1 ,_1 1 1 1 1 ; � .:, 4 « >i L;10 + 0 3 1 2 1 0 3 10 1 ` 0 0 1 1 0 ��*;. 5 ^ 8 s + ++ ' 2 0 3 0 6 0 1 12 + 2 0 1 0 0 0 „` ° 4 �; 7 .._� + + 3 1 2 1 1 0 1 9 + 1 jf 3 1 0 1 0 0 «` 6 ++ ' 0 0 1 1 0 1 1 4 14�` _' 2 0 0 2 0 2 t 7 + 1 1 0 2 0 0 1 5 szC 0 1 1 0 0 2 5 0 0 1 1 0 4 1 0 1 1 1 6 + ' 2 0 0 2 0 1 3 8 0 �?A 2 0 2 0 0 5 g ++ ' 4 2 1 2 1 0 2 12 0 2 1 2 1 0 0 6 + ' 1 0 1 1 0 1 1 5 1 1 0 0 2 0 3 7 ++ ' 0 0 2 1 0 0 3 6 1 2 0 1 0 2 3 9 + Ulf, 0 2 0 2 1 1 2 8 MERRUJI 0 1 2 0 0 32 8 ++ ' 2 0 1 0 0 1 2 6 3 2 0 0 2 0 2 + 9 + ' 1 1 1 2 1 0 0 6 1 0 0 0 3 1 21 7 ++ ' 0 0 1 1 0 1 4 7 1 1 1 1 1 0 2 + ' 1 0 3 0 0 0 2 6 0 0 2 2 0 1 1,:.:; €' 6 ++ ' 0 3 0 0 0 0 4 7 1 2 0 0 0 1 1 5 + ' 5 1 1 0 1 3 0 11 1 2 0 1 1 0 0 ��' ;5 ++ ' 3 0 0 0 1 1 0 5 2 0 1 0 0 0 1 4 + ' 0 0 1 0 0 0 2 3 2 0 1 0 1 0 2 6 ++ ' 0 1 2 1 0 1 1 6 3 1 2 0 0 0 0 6 + ' 1 1 4 1 1 0 1 9 1 3 0 0 1 2 0 7 0 2 0 3 0 1 7 0 0 1 1 0 1 1 4 + ' 0 0 0 1 0 1 5 7 2 0 1 0 0 1 2 6 Sli,17030711NITIALIgapslgaps 16+.xlsx-Friday,F08/07/18 9 Study Name Philadelphia Avenue & 3rd Street Start Date 07/15/2017 Through Traffic on Minor 2 (Gaps in seconds) 11G Start Time 7:00 AM G&tp 2 1 1 1 2 0 9 16 1 1 3 1 0 1 8 15 ' 3 2 1 0 0 2 7 15 2 2 1 1 1 2 6 15 1 2 0 2 2 1 S 16 1 2 2 1 1 0 9 16 ' 2 1 2 2 1 0 4 12 1 0 1 2 0 1 5 10 3 - 2 2 0 1 0 210 3 1 0 1 1 0 2 8 2 1 0 _1 1. 1 � 3 9 2 2 1 0 0 0 4 9 DROPKIII 2 2 1 0 2 1 1 9 ' 0 0 0 0 1 1 3 5 1 0 1 1 2 0 1 6 0 _ 0 3 0 0' 0 2 0 0 1 0 1 4 2 1 0 1 1 � �x .. 0 2 7 ' 0 0 1 1 0 0 0 2 1 0 0 1 0 0 1 3 3 2 1 0 0 0 1 7 3 1 4 0 0 01 9 1 2 1 1 0 0 0 5 " • 3 2 1 0 0 2 2 10 1 10 ;F j 1 0. 0 0 3 2 2 1 0 0 0 0 5 2 0 0 0 1 0 3 6 1 0 0 1 0 0 3 5 0 0 0 2 0 0 2 4 ' 0 1 0 2 0 0 3 6 2 1 0 0 0 : 0 2 5 0 0 0 0 0 1 2 1 0 0 0 0 2. 1 0 0 1 0 1 5 0 2 0 0 0 1 1 1s 4 _ . . 0 0 0 1 0 0 1 2 f , 2 2 0 D 10 1axy a4 6 1 0 0 0 1 0 1 3 0 1 0 a_ . 00 0 0 0 2 1 0 0 0 1 4 3 0 1 0 0 0 0 4 0 0 02 0 0 1 3 0 0 0 0 _0_ 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 0 1 2 0 0 0 0 0 0 1 1 0 1 0 10 0 0 2 0 1 1 0 _0 0 0 2 0 0 0 0 0 0 1 1 0 0 1 1 g ''> 0 0 0 2 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0. 2 0 1 0 0 4 Sli,170307VNITIAUgapslgaps 16+.xlsx-Saturday,F08/07/18 10 Study Name Philadelphia Avenue & 3rd Street Start Date 07/07/2017 Through Traffic on The Tic Start Time 7:00 AM Gr�lp� 00 2 0 0 2 0 10 14 j- 2 2 2 1 6 14 1 1 1 1 _- 0 10 14 0, 0 2 1 0 9 12 2' £ tet_.. 0: a-' 3 4 0: '^ g.r` FY 15 ' 2 2 3 2 0 6 15 1 1 2 1 0 4 r @��£' 3 1 1 1 0 6 12 1 1 1 1 1 4 9 ' 3 1 2 1 0 3 10 0 0 1 1 0 5 y: Vis, i� 0 3 0 6 0 1 10 ' 0 1 0 0 0 4 : s '- 5 2 1 1 0 1 6 ' 3 1 0 1 0 0 5 0 1 1 0 1 1 4 2 0 0 2 0 2 r2 6 ' 1 0 2 0 0 1 4 0 1 1 0 0 2 '1t ;i°�TS' 4 0 0 1 1 0 3 1 1 0 5 0 0 2 0 1 3 6 2 0 2 0 0 5 9 2 1 2 1 0 2 8 2 1 2 1 0 0 6 ' 0 1 1 0 1 1 4 1 0 0 2 0 2 1 0 0 3 6 2 0 1 0 2 3 cr�_3 8 ' 2 0 2 1 1 2 8 1 2 0 0 3 2t g 0 1 0 0 1 2 4 - 2 0 0 2 0 26 ' 1 1 2 1 0 0 5 0 0 0 3 1 2 6 0 1 1 0 1 4 7 1 1 1 1 0 2 ,_ r 6 ' 0 3 0 0 0 2 5 0 2 2 0 6 3 0 0 0 0 4 7 2 0 0 0 1 1 *` 4 ' 1 1 0 1 3 0 6 4 • " " 0 0 0 1 1 0 2 �< 0 1 0 0 0 1 2-. "' ' 0 1 0 0 0 2 3 0 1 0 1 0 2 4 2 1 0 1 1 6 1 2 0 0 0 0 3 ' 1 4 1 1 0 1 8 3 0 0 1 2 0 6 0 2 0 3 0 1 6 0 1 1 0 1 1 4 0 0 1 0 1 5 7 0 1 0 0 1 2 4 Sli,1703071INITIAUgapslgaps 18+.xlsx-Friday,F08/03/18 11 Study Name Philadelphia Avenue & 3rd Street Start Date07/15/2017 Through Traffic on R8 WiC Start Time 7:00 AM Giao. 2 0 9 14 1 3 1 0 ��5 1 8 14 2 1 0 0 2 7 12 2 1 1 1 a :' 2 6 13 2 0 2 2 1 8 15 2 2p 9 15 1 2 2 1 0 4 10 0 1T a 2 0 5 9 ri 2 2 0 1 0 2 7 T 5 WOO0 2 5 1 � - 1 1 i 1 0 1 1 1 3 2 `A3F ;w �. 1 0 p n 7t ` , 0 ti ,.. 0 4 f F;';:. 7 2 1 0 2 1 1 7 0 0 0 1, ���{ 1s, 5 0 1 1 2 0 1 5 r 0 3 0 ,t 0ra�ua 2 0 ., 5 2 0 0 1 0 1 4 1 0 1 1 g� Y * 5 0 2 0 1 1 0 0 0 2 0 0 1 0 :' p 1 r ! 2 2 1 0 0 0 1 4 2 2 0 1 0 1 fHSC S u5A4 6 1 4 0 0 0 1 6 2 1 1 0 0 0 4 2 1 0 0 2 2 7 1 0 1 0 0 0 2 2 1 0 0 0 0 3 0 0 0 1 0 3 4 0 0 1 0 0 3 4 0 0 2 0 0 2 4 1 0 2 0 0 3 6 0 p »� 1 0 , lig";' ', 0 2 3 ' 0 0 0 0 0 1 1 0 p 2 0 0 1 0 1 3 2 0 0sear+; 1 1 0 _ a 4 0 0 1 0 0 1 2 2 0 0 0 1 *i 4 0 0 0 1 0 1 2 1 0 0 0 0 0 1 j. 2 1 0 0 0 1 4 0 0 1 0 : '`,' 0 0 1 0 1 0 0 0 0 1 0 0 2 0 0 1 3 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 0 1 1 1 0 1 0 0 0 2 1 1 0 0 0 0 2 0 0 0 0 0 1 1 0 1 1 0 0 0 2 0 1 1 0 0 0 2 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 2 0 1 0 0 3 Sli,170307%ITIALIgapslgaps 18+.xlsx-Saturday,F08/03118 12 Friday, 07/07/2017 Saturday, 07/15/2017 Time North leg South leg Total North leg South leg Total 7:00-8:00 AM 8:00-9:00 AM 9:00- 10:00AM ® �• 10:00. 11:00 AM ® .. 11:00-12:00 PM 12:00-.. 1:00 PM 1:00-2:00 PM �® 2:00-3:00 PM •� ®®® 3:00-4:00 PM •• �®��® 4:00.5:00 PM •• ® •I �®® 5:00.6:00 PM 6:00.7:00 PM 7:00-8:00 PM , 8:00.9:00 PM ®® �• Total I 837 189 I 1,026 1,008 347 I 1,355 EXHIBIT I / PEDESTRIAN COUNTS GAP ANALYSIS SUMMARY Philadelphia Avenue & 3rd Street Friday07/07/2017 Satur07/15/2017 TIM6 Number of aps,over 14 seconds 00 8.00 AM66 66 :0 9:00 AM 65 67 :00- 10:00 AM 46 43 10:00 00 41 26 11:00 00 PM 30 23 PM 32 39 00 00 PM 40 32 PM 37 25 PM 33 26 00 00 PM 33 19 00 00 PM 33 17 • 00 00 PM 27 4 00 00 PM 34 10 8:00 00 PM 28 10 Total EXHIBIT Z 772e RESULTS OF GAP ANALYSIS (14+ SECONDS) Wile Sli,17030TINITIALIgapslgaps 14,7+,x1sx-GAPsummary,F08/06/18 6 GAP ANALYSIS SUMMARY Philadelphia Avenue & 3rd Street • . 1 1 1 • . 1 1 59 61 59 54 • � � � � � � 42 36 34 25 21 16 27 30 30 24 31 20 28 14 26 12 28 13 • � � � � ' TJ 18 4 28 7 24 7 EXHIBIT 3 p//�J� RESULTS OF GAP ANALYSIS (16+ SECONDS) l J Sli,17030TINITIALIgapslgaps 16+.x1sx-GAPsummary,F08/07/18 7 GAP ANALYSIS SUMMARY 29 Philadelphia Avenue & 3rd Street Friday, Saturday, Numberof gaps over 18 seconds 54 53 Ill53 49 38 26 R1117-111 ITI 26 22 18 13 ' 23 20 :1 if, 24 16 30 17 If 21 10 24 9 V M 21 9 • � � � � 11 4 23 7 21 5 EXHIBIT 4 TIC RESULTS OF GAP ANALYSIS (18+ SECONDS) Sli,17030711NITIALIgapslgaps 18+.x1sx-summary,F08/03/18 8