Transportation Safety Commission

Village of Mount Prospect Transportation Safety Commission Regular Meeting Agenda 1720 W. Central Road Mount Prospect, IL 60056 September 8, 2025 Emergency Operations Center 7:00 PM 1. Call to Order 2. Roll Call 3. Approval of Minutes 3.1. August 11, 2025 Regular Meeting 4. Citizens To Be Heard 5. Old Business 6. New Business 6.1. Hatlen Heights – Audrey Lane, Hatlen Avenue, Bonita Avenue, Connie Lane and Meier Road north of Lincoln Street – Friendly Neighborhood Streets Program Project 7. Commission Issues 8. Adjournment NOTE: ANY INDIVIDUAL WHO WOULD LIKE TO ATTEND THIS MEETING BUT BECAUSE OF AN DISABILITY NEEDS SOME ACCOMMODATION TO PARTICIPATE SHOULD CONTACT LUKE FORESMAN, STAFF LIASON TO THE TRANSPORTATION SAFETY COMMISSION AT lforesman@mountprospect.org OR CALL 847/870-5640 Page 1 of 173 MAYOR VILLAGE MANAGER Paul Wm. Hoefert Michael J. Cassady TRUSTEES DIRECTOR OF PUBLIC WORKS Vincent J. Dante Sean Dorsey Elizabeth B. DiPrima Terri Gens William A. Grossi Phone: 847/870-5640 John J. Matuszak Fax: 847/253-9377 Colleen E. Saccotelli www.mountprospect.org DRAFT MINUTES OF THE MOUNT PROSPECT TRANSPORTATION SAFETY COMMISSION CALL TO ORDER The meeting of the Mount Prospect Transportation Safety Commission was called to order at 7:00 p.m. on Monday, August 11, 2025. ROLL CALL Present upon roll call: Justin Kuehlthau Chairman Christopher Prosperi Vice Chairman Jeffrey Nejdl Commissioner B-L Pellicore Commissioner Charlie Lowry Commissioner Tina DeAragon Commissioner Joesph Vena Fire Department Representative Scott Moe Public Works Department Representative Luke Foresman Project Engineer – Staff Liaison Absent: Nicholas Mavraganis Police Department Representative – Arrived at 8:10 PM Others in Attendance: Carrie Radon Resident 612 S. William Street Wayne Grubaugh Resident 916 S. William Street Donna & Jim Prandini Residents 812 S. William Street Carole Martz Residents 105 W. Berkshire Lane Peg Mangon Residents 709 S. William Street Ellie Slesicki Resident 814 S. William Street George Clowes Resident 604 S. Elm Street Debbie Geavaras Resident 200 S. Audrey Lane Patrick & Robin Moran Residents 800 S. William Street Craig Wolfe Resident 810 S. William Street Vito LiRosi Resident 17 S. Audrey Lane TSC Meeting Page 1 of 8 June 9, 2025 Page 2 of 173 APPROVAL OF MINUTES Commissioner Nejdl, seconded by Commissioner Pellicore, moved to approve the minutes of the regular meeting of the Transportation Safety Commission held on June 9, 2025. The minutes were approved by a vote of 7-0. Vice Chairman Prosperi abstained. CITIZENS TO BE HEARD Ms. Martz, of 105 W. Berkshire Drive, spoke to the Commission about golf cart safety. Specifically, she spoke on the golf carts that were used by the Lions Club during the Fourth of July Festival. Ms. Martz presented, and gave copies to the Commission, various statistics regarding golf cart related injuries and requested the Village institute specific regulations regarding golf cart safety. There was discussion among the Commission and Commissioner Pellicore motioned that the Commission recommend the Village Board consider golf cart safety regulations at the same time as e-bike and e- scooter regulations. This was seconded by Commission DeAragon. The Commission voted 3-3 with the Fire Department Representative and Public Works Representative abstaining. The motion failed. The was a second motion by Vice Chairman Prosperi to have Staff review existing golf cart regulations in Mount Prospect, surrounding communities and the state and present to the Commission at a future meeting. This motion was seconded by Commissioner Lowry. The Commission voted 7-0 with the Fire Department Representative abstaining. The motion passed. Ms. Geavaras, of 200 S. Audrey Lane, spoke on the Hatlen Heights Friendly Neighborhood Streets Program Project and had questions for the Commission. These included: why certain traffic calming measures are proposed over others, why stop signs were not considered, how the traffic calming projects are evaluated after completion and why these traffic calming measures are not in neighboring communities. Staff Liaison Foresman answered the questions with reference to the Friendly Neighborhood Streets Program documents. Liaison Foresman also indicated that addressing traffic and safety concerns in neighborhoods is a priority of the Village Board. As such, Staff developed this program, and it is one of the first in our area that is this robust. Mr. LiRosi, of 17 S. Audrey Lane, spoke on the Hatlen Heights Friendly Neighborhood Street Program Project and asked if the proposed traffic calming measures would address cut-through traffic. Staff Liaison Foresman indicated that the traffic calming measures were selected to reduce vehicle speed and increase safety but would not specifically address cut-through traffic. Instead, having the traffic calming measures in place would likely discourage cut-through traffic from using the route. OLD BUSINESS None. TSC Meeting Page 2 of 8 August 11, 2025 Page 3 of 173 NEW BUSINESS William Street – Prospect Avenue to Golf Road – Friendly Neighborhood Streets Program Project Staff Liaison Foresman presented the following on the William Street Friendly Neighborhood Streets Program Project: Overview: Staff will be presenting their recommendation for a traffic calming project on South William Street between Prospect Avenue and Golf Road in accordance with the Friendly Neighborhood Streets Program. The Commission will then vote on whether the project should move forward to the Village Board for approval or not. Project Below are the steps of the Friendly Neighborhood Streets Program, we are currently at Status: the bolded steps: 1. Initiation 2. Petition Review 3. Traffic Study 4. Eligibility 5. Prioritization 6. Initial Public Outreach 7. Initial Plan 8. Second Public Outreach 9. Temporary Measures 10. On-Site Meeting (hosted at TSC meeting) 11. Revised Plan 12. Balloting 13. TSC Meeting 14. Board Approval 15. Construction Background: Detailed project information can be found on the project website including the initial petition, traffic counts, public outreach summaries, alternative analysis memos and previous versions of the plan. https://www.mountprospect.org/departments/public- works/engineering/traffic/traffic-calming/william-street-traffic-calming-project This project was first presented to the Transportation Safety Commission at the March 10, 2025 meeting. Minutes are attached to this memo. This memo will give a brief overview of the history of the project that was covered at the previous meeting. Refer to the above documents for more information. Initial A petition for the Friendly Neighborhood Streets Program for William Street was Outreach and received on September 30, 2024. Staff found the street qualified for the program and Plan determined the study area. Staff sent a letter to all properties within the study area soliciting feedback on existing traffic issues. 78 surveys were sent out and 25 were returned. Primary concerns included vehicle volume and speed, stop sign compliance and pedestrian safety. An initial plan was developed to address traffic issues on the street. The initial plan included median islands, intersection bump outs, parking changes, pavement markings TSC Meeting Page 3 of 8 August 11, 2025 Page 4 of 173  and speed feedback signs. The initial plan was mailed to residents within the study area soliciting input. Additionally, the plan was presented to the Transportation Safety Commission for feedback. In general, residents were concerned over the impact the traffic calming measures would have on the street and were unsure how effective they would be. The one measure that had particularly negative feedback was the median island on the 500 block of William Street. This was removed from the plan prior to the traffic calming trial. Staff then developed a traffic calming trial to demonstrate the proposed traffic calming measures to the public and to conduct additional traffic counts to determine their effectiveness. Traffic A traffic calming trial was installed on the street for three weeks from April 28 th to May Calming Trial 19th. This trial consisted of cones, rubber curbs and temporary pavement markings to demonstrate median islands, intersection bump outs and parking changes. Full details of the trial are included in the attached memos. The results showed the trial measures reduced the number of drivers exceeding 35 MPH on the street by about 70% without an adverse impact on traffic operations. This shows how the traffic calming measures were designed to make it difficult for vehicles to reach excessive speeds but still allow vehicles to travel at appropriate speeds on the street. The relatively small change in average speed (from 27.6 MPH to 25.9 MPH) shows the measures have a limited impact on vehicles that previously were traveling close to the speed limit. However, the traffic calming measures would require parking changes on the street. Residents were sent a letter prior to the trial requesting feedback on the trial measures. A total of 14 comments were received. 7 were generally in favor of some or all of the proposed measures, 5 were against them and 2 were general comments. The general theme from comments received was that the impact the traffic calming measures have on vehicle speed and pedestrian safety needs to be greater than any negative impact to residents on William Street. Revised Based on comments received, traffic count results and staff observations, the following Design changes were made to the initial plan:  Reduce the size of the bump outs at the intersection of Sunset Road and William Street to make turning easier for vehicles  Install additional No Parking Here to Corner signs near Sunrise Park to discourage illegal parking near crosswalks and stop signs to increase visibility for drivers and pedestrians  Reduce the width of striped medians on William Street as the extra width wasn’t needed to have the desired effect on vehicles  Remove median island from the 500 block due to resident feedback TSC Meeting Page 4 of 8 August 11, 2025 Page 5 of 173  The revised design is described in detail in the available Revised Design Memo. Overall, there are four items that were included for residents to vote on:  Item 1: Parking changes, pavement markings and crosswalk installation between Prospect Avenue and Shabonee Trail.  Item 2: Median island (Option 1) or speed feedback signs (Option 2) with a new crosswalk between the 600 and 700 blocks of William Street.  Item 3: Median island at crosswalk just south of Weller Creek.  Item 4: Intersection bump outs and striped parking on the 800 and 900 blocks of William Street. Prohibit parking on the west side of the street. Balloting The revised design plans and a ballot were sent to all residents on William Street. A detailed breakdown of the balloting is included in the attachments. The below table provides a brief summary: William Street Balloting Summary Item 1 Item 2 Neither For For For Neither Against For or Option Option Either For or Both For Against Against 1 2 Option Against Options 16 4 16 6 10 4 3 12 Item 3 Item 4 Neither Neither For or For or For Against Against For Against Against 17 2 17 14 2 20 Staff also looked at how residents who live on the block where the traffic calming measures were proposed voted, the result of that analysis is shown below. The results of balloting are non-binding and were used to inform Staff’s recommendation. William Street Balloting Summary Responses from the Block the Traffic Calming Measure is Proposed Item 1 – 400 Block Item 2 – 600 and 700 Blocks Neither For For For Neither Against For or Option Option Either For or Both For Against Against 1 2 Option Against Options No Responses 3 6 2 1 2 Item 3 – 800 Block Item 4 – 800 and 900 Blocks Neither Neither For or For or For Against Against For Against Against 5 0 3 3 0 11 TSC Meeting Page 5 of 8 August 11, 2025 Page 6 of 173  Staff Staff’s recommendation is shown on the Final Design Plans. This includes: Recommend-  Parking changes, pavement markings and crosswalk installation between ation: Prospect Avenue and Shabonee Trail.  Speed feedback signs with a new crosswalk between the 600 and 700 blocks of William Street.  A median island at crosswalk just south of Weller Creek.  Intersection bump outs at the intersection with Sunset Road. No parking changes on the 800 and 900 blocks of William Street. This combination of traffic calming measures are expected to meet the projects goals of improving safety on the street while not greatly impacting residents. The total cost for these improvements is $20,000 to $30,000. Funding is included in the Village Budge for general traffic calming. Construction would take place next year, either as part of the resurfacing program or as a stand-alone project. Options: The Transportation Safety Commission can vote to:  Advance the project to the Village Board in accordance with Staff’s recommendation  Advance the project to the Village Board with changes to Staff’s recommendation  Send the project back to Staff for changes and to bring it to a future Transportation Safety Commission Meeting  Reject the proposed changes, effectively terminating the project Or action at the discretion of the Commission. Discussion: Police Representative Mavraganis arrived at 8:10 PM. There was general discussion among Commission members asking about large vehicle and maintenance impacts from the traffic calming measures. Liaison Foresman indicated the measures are designed to allow large vehicles through at low speeds and that Public Works maintenance activities will be able to negotiate around the measures. In general, the Commission understood the traffic calming measures and their anticipated effects. Additionally, they were appreciative of the Friendly Neighborhood Streets Program process. Numerous members of the public commented on the recommended traffic calming plan. Ms. Slesicki of 814 S. William Street read from prepared comments regarding the project. She mentioned moving to Mount Prospect for wide streets and that wide streets promoted safety. She was upset with a perceived lack of transparency with the project and indicated she didn’t believe anything needed to be done since any traffic issues only occur for a minor part of the day. Ms. Radon of 612 S. William Street indicated the initial petitioners were not aware that the petition was for a project of this magnitude. Additionally, on the ballot, the wording for item #2 was confusing. She felt the 10’ lanes recommended in item #3 were too TSC Meeting Page 6 of 8 August 11, 2025 Page 7 of 173  narrow and that the recommended bump outs at the intersection of William Street and Sunset Road were likely to increase traffic crashes. Mr. Prandini of 812 S. William Street requested the current parking regulations stay in place. He suggested an option of installing “No Parking Here to Corner” signs at all four legs of the intersection of William Street and Sunset Road instead of the bump outs. He also commented on dangerous pedestrian behavior increasing safety issues at the crosswalk south of the bridge. Mr. Clowes of 604 S. Elm Street was surprised traffic was an issue and mentioned that William Street is a key access route for residents in the neighborhood due to the bridge. He suggested police enforcement to address traffic issues during specific times. After those comments there was general discussion among the audience and the Commission. Representative Mavraganis indicated the point of this program is to create self-enforcing streets with the idea that police enforcement is not needed to improve safety due to the way the street is designed. Motion: The Commission elected to do separate motions for each of the items included on the ballot. The results of the motions are described below. Ballot Item #1: Pavement striping and parking changes on William Street between Prospect Avenue and Shabonee Trail. Motion 1 by Vice Chairman Prosperi, seconded by Commissioner Nejdl: Recommend crosswalk improvements only; no parking changes or pavement markings. Motion failed by a vote of 0-9. Motion 2 by Commissioner Lowery, seconded by Commissioner Pellicore: Approving Staff’s recommendation. Motion passed by a vote of 8-1. Ballot Item #2: New crosswalk with speed feedback signs or median island. Motion 1 by Commissioner Pellicore, seconded by Vice Chairman Prosperi: Approve Staff’s recommendation (Option 2) including speed feedback signs and a new midblock crosswalk. Motion failed by a vote of 4-5. Motion 2 by Commissioner Lowery, seconded by Representative Moe: Recommend speed feedback signs only, no new crosswalk. Motion passed by a vote of 7-2. Ballot Item #3: Median island south of Weller Creek bridge and intersection striping at the intersection with Berkshire Lane. Motion by Commissioner Lowery, seconded by Commissioner Pellicore: Approve Staff’s recommendation of installing the median island and intersection pavement markings. Motion passed by a vote of 8-0. Commissioner Nejdl was absent for this vote. TSC Meeting Page 7 of 8 August 11, 2025 Page 8 of 173  Ballot Item #4: Parking changes on William Street between Weller Creek and Golf Road and intersection bump outs at the intersection of William Street and Sunset Road. Motion by Commissioner Pellicore, seconded by Chaiman Kuehlthau: Recommend only installing “No Parking Here to Corner” signs at the intersection; no bump outs or parking changes. The motion passed by a vote of 6-2. Commissioner Nejdl abstained. Overall, the Commissions recommends the following:  Parking changes, pavement markings and crosswalk improvements on William Street between Prospect Avenue and Shabonee Trail  Speed feedback signs only on the 600 and 700 blocks of William Street  Median island south of Weller Creek and intersection pavement markings at the intersection of William Street and Berkshire Lane  “No Parking Here to Corner” Signs at the intersection of William Street and Sunset Road COMMISSION ISSUES Vice Chairman Prosperi asked Police Representative Mavraganis if they had noticed an increase in noise complaints relating to vehicles. Representative Mavraganis indicated the Police had noticed an increase in complaints and are working internally on ways to address the issue. Chairman Kuehlthau brought up to the Commission that the Village Board recently passed an ordinance giving the Chairperson the ability to limit public comment to 4 minutes per person. He asked the Commission if they wished to implement this limit going forward. There was general discussion, and the consensus was that the Commission was comfortable with how the meetings have been run and do not wish to implement the time limit at this time. ADJOURNMENT With no further business to discuss, the Transportation Safety Commission voted 9-0 to adjourn at 9:40 p.m. upon the motion of Commissioner Nejdl. Commissioner Pellicore seconded the motion. Respectfully submitted, Luke Foresman, P.E. Project Engineer H:\Engineering\Traffic\safety_commission\_MINUTES\2025\8-August - William Street FNSP\TSC-8-August Minutes.docx TSC Meeting Page 8 of 8 August 11, 2025 Page 9 of 173  Mount Prospect Public Works Department Y INTEROFFICE MEMORANDUM TO: TRANSPORTATION SAFETY COMMISSION FROM: PROJECT ENGINEER DATE: SEPTEMBER 2, 2025 SUBJECT: HATLEN HEIGHTS – FNSP PROJECT Overview: Staff will be presenting their recommendation for a traffic calming project in the Hatlen Heights Neighborhood, including Audrey Lane, Hatlen Avenue, Connie Lane, Bonita Avenue and Meier Road, in accordance with the Friendly Neighborhood Streets Program. The Commission will then vote on whether the project should move forward to the Village Board for approval or not. Project Below are the steps of the Friendly Neighborhood Streets Program. We are currently Status: at the bolded steps: 1. Initiation 2. Petition Review 3. Traffic Study 4. Eligibility 5. Prioritization 6. Initial Public Outreach 7. Initial Plan 8. Second Public Outreach 9. Temporary Measures 10. On-Site Meeting (hosted at TSC meeting) 11. Revised Plan 12. Balloting 13. TSC Meeting 14. Board Approval 15. Construction Background: Detailed project information can be found on the project website including the initial petition, traffic counts, public outreach summaries, alternative analysis memos and previous versions of the plan. https://www.mountprospect.org/departments/public- works/engineering/traffic/traffic-calming/hatlen-heights-neighborhood-traffic- calming-study This memo will give a brief overview of the history of the project that was covered at the previous meeting. Refer to the above mentioned documents for more information. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 10 of 173 Page 2 of 4 Hatlen Heights FNSP September 2, 2025 Initial A petition for the Friendly Neighborhood Streets Program for Audrey Lane was received Outreach and on October 2, 2024. Staff found the street qualified for the program and determined Plan the study area. In addition to Audrey Lane, the study area was expanded to include Hatlen Avenue, Bonita Avenue, Connie Lane and Meier Road north of Lincoln Street. Staff sent a letter to all properties within the study area soliciting feedback on existing traffic issues, 134 surveys were sent out and 27 were returned. Primary concerns included vehicle volume and speed, reducing cut through traffic, stop sign compliance and pedestrian safety. An initial plan was developed to address traffic issues on the street. The initial plan included median islands, mini-traffic circles, parking changes, pavement markings and speed feedback signs. The initial plan was mailed to residents within the study area soliciting input. As the initial plan was developed, the study area was expanded to include Meier Road north of Lincoln Street. Additionally, the plan was presented to the Transportation Safety Commission for feedback. In general, residents were concerned over the impact the traffic calming measures would have on the street and were unsure how effective they would be. Staff then developed a traffic calming trial to demonstrate the proposed traffic calming measures to the public and to conduct additional traffic counts to determine their effectiveness. Traffic A traffic calming trial was implemented on the street for three weeks from May 19th to Calming Trial June 6th. This trial consisted of cones, rubber curbs and temporary pavement markings to demonstrate median islands, mini-traffic circles and parking changes. Full details of the trial are included in the attached memos. The results showed the trial measures reduced the number of drivers exceeding 35 MPH on the street by about 70% without an adverse impact on traffic operations. This shows how the traffic calming measures were designed to make it difficult for vehicles to reach excessive speeds but still allow vehicles to travel at appropriate speeds down the street. There was a relatively small change in average speed showing the measures have a limited impact on vehicles that previously were traveling close to the speed limit. However, the traffic calming measures would require parking changes on the street. Residents were sent a letter prior to the trial requesting feedback on the trial measures. A total of 36 comments were received. 4 were generally in favor of some or all of the proposed measures, 29 were against them and 3 were general comments. The general theme from comments received was that the impact the traffic calming measures have on vehicle speed and pedestrian safety needs to be greater than any negative impact to residents in the neighborhood. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 11 of 173 Page 3 of 4 Hatlen Heights FNSP September 2, 2025 Revised Based on comments received, traffic count results and staff observations, the following Design changes were made to the initial plan:  Remove mid-block medians as the impact to residents was deemed too great for the traffic calming benefit they provided.  Remove the striped parking lane on Connie Lane, replace with centerline markings near the stop signs.  Install all-way stop control at the intersection of Connie Lane and Audrey Lane. Traffic counts confirmed similar operating conditions on both streets, warranting all-way stop control. The revised design is described in detail in the attached Revised Design Memo. Overall, there are four items that were included for residents to vote on:  Item 1: Raised median islands at the entrance to the neighborhood off Central Road.  Item 2: Mini-traffic circles (Option 1), speed feedback signs (Option 2) or both (Option 3) at the intersections of Audrey Lane and Hatlen Avenue with Grindel Drive.  Item 3: All-way stop control at the intersection of Audrey Lane and Connie Lane.  Item 4: Pavement markings on Meier Road for parking lanes and a centerline. Balloting The revised design plans and a ballot were sent to all residents within the study area. A detailed breakdown of the balloting is included in the attachments. The below table provides a brief summary: Hatlen Heights Balloting Summary Item 1 Item 2 Neither Neither Against For or For For For For or Both For Against Against Option 1 Option 2 Option 3 Against Options 16 4 46 5 21 25 0 18 Item 3 Item 4 Neither Neither For or For or For Against Against For Against Against 47 6 14 38 15 16 Staff also looked at how residents who live on the block where the traffic calming measures were proposed voted, the result of that analysis is shown on the next page. The results of balloting are non-binding and were used to inform Staff’s recommendation. Comments that were submitted with the ballots are included as an attachment to this memo. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 12 of 173 Page 4 of 4 Hatlen Heights FNSP September 2, 2025 Hatlen Heights Balloting Summary Responses from the Block the Traffic Calming Measure is Proposed Item 1 Item 2 Neither Neither Against For or For For For For or Both For Against Against Option 1 Option 2 Option 3 Against Options 6 0 17 3 10 16 0 10 Item 3 Item 4 – Meier Road Neither Neither For or For or For Against Against For Against Against 21 1 2 7 1 0 Staff Staff’s recommendation is shown on the attached Final Design Plans. This includes: Recommend-  No changes at the entrances to the neighborhood off Central Road ation:  Mini-traffic circles and speed feedback signs on Audrey Lane and Hatlen Avenue at their intersections with Grindel Drive  All-way stop control at the intersections of Audrey Lane and Connie Lane  Pavement markings on Meier Road. This combination of traffic calming measures are expected to meet the projects goals of improving safety on the street while not greatly impacting residents. The total cost for these improvements is $20,000 to $30,000. Funding is included in the Village Budget for general traffic calming. Construction would take place next year, either as part of the resurfacing program or as a stand alone project. Options: The Transportation Safety Commission can vote to:  Advance the project to the Village Board in accordance with Staff’s recommendation  Advance the project to the Village Board with changes to Staff’s recommendation  Send the project back to Staff for changes and to bring it to a future Transportation Safety Commission Meeting  Reject the proposed changes, effectively terminating the project Or action at the discretion of the Commission. Attachments: The below attachments are included for the project:  Final Design Plans  Balloting Summary  Comments Included in Ballot Submittals  Revised Design Memo  Preliminary Plan and Temporary Measures Public Outreach Summary  March Transportation Safety Commission Meeting Minutes 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 13 of 173  NO IMPROVEMENTS BALLOT ITEM #2 NEW SPEED FEEDBACK SIGN PROPOSED MINI-TRAFFIC CIRCLE TO SLOW VEHICLES THROUGH N INTERSECTION SEE DETAIL 1 13 19 21 101 103 5 7 9 11 15 17 3 CENTRAL ROAD HATLEN AVENUE 16 18 20 22 102 4 6 8 10 12 14 100 2 24.0' GRINDEL DRIVE NO IMPROVEMENTS PROPOSED MINI-TRAFFIC CIRCLE TO SLOW VEHICLES THROUGH INTERSECTION SEE DETAIL 1 13 15 17 19 21 101 103 3 5 7 9 11 CENTRAL ROAD H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final - TSC.dwg AUDREY LANE 16 18 20 22 102 6 8 10 12 100 4 14 2 SPEED FEEDBACK SIGN TO BE RELOCATED BALLOT ITEM #1 USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. COOK 3 1 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - TSC DESIGN CONTRACT NO. N/A PLOT DATE = 8/29/2025 DATE - 8/29/2025 REVISED - SCALE: 1:75 SHEET 1 OF 3 SHEETS CENTRAL RD - GRINDEL DR ILLINOIS Page 14 of 173  SPEED FEEDBACK SIGN TO BE RELOCATED BALLOT ITEM #3 PROPOSED ALL-WAY STOP CONTROL N N 1906 1911 CON NE 1908 IE LA 1913 207 107 117 203 205 103 109 111 113 119 105 AUDREY LANE NO HERE TO 206 PARKING CORNER 108 110 112 116 118 202 204 102 104 106 200 120 PROPOSED STRIPED ON PROPOSED STRIPED STREET PARKING ON CENTERLINES ADJACENT TO BOTH SIDES OF MEIER STOP SIGNS ROAD TO MATCH SOUTH NO PARKING CHANGES MEIER ROAD OF LINCOLN STREET, VISUALLY NARROWS 214 208 210 212 216 300 302 STREET TO SLOW DRIVES BALLOT ITEM #4 WHITE OAK STREET H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final - TSC.dwg EXISTING STOP CONTROL 210 212 2012 ON CONNIE LANE ONLY LINCOLN STREET BALLOT ITEM #4 PROPOSED STRIPED ON MEIER ROAD STREET PARKING ON BOTH SIDES OF MEIER ROAD TO MATCH SOUTH OF LINCOLN STREET, VISUALLY NARROWS STREET TO SLOW DRIVES 306 308 310 316 304 312 314 MEIER ROAD USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. COOK 3 2 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - TSC DESIGN CONTRACT NO. N/A PLOT DATE = 8/29/2025 DATE - 8/29/2025 REVISED - SCALE: 1:75 SHEET 2 OF 3 SHEETS GRINDEL DR - WHITE OAK ST ILLINOIS Page 15 of 173  BALLOT ITEM #2 PROPOSED WARNING SIGN (175' FROM INTERSECTION) N NO PARKING IMPACTS EXISTING STOP SIGNS TO REMAIN (TYP) GRINDEL DRIVE MINI TRAFFIC CIRCLE AHEAD AUDREY LANE OR HATLEN AVENUE MINI H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final - TSC.dwg TRAFFIC CIRCLE AHEAD FLEXIBLE OBJECT MARKER SIGNS IN THE MIDDLE OF THE MINI-TRAFFIC CIRCLE FOR VISIBILITY PROPOSED WARNING SIGN MOUNTABLE MINI TRAFFIC CIRCLE. APPROXIMATELY 3" HIGH MOUNTABLE (160' FROM INTERSECTION) CURB TO ALLOW LARGE VEHICLES TO DRIVE OVER THE TRAFFIC CIRCLE AT LOW SPEEDS. ISLAND TO BE CONSTRUCTED OF CONCRETE CURB WITH DECORATIVE BRICK IN THE MIDDLE. USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. COOK 3 3 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - TSC DESIGN - MINI-TRAFFIC CIRCLE CONTRACT NO. N/A PLOT DATE = 8/29/2025 DATE - 8/29/2025 REVISED - SCALE: 1:10 SHEET 3 OF 3 SHEETS GRINDEL DRIVE ILLINOIS Page 16 of 173  Ballot Item 1: Raised Median Entrance Islands on Audrey Lane and Hatlen Avenue Item #1 Ballot Total: 16 For 4 Neither for or Against 46 Against Staff Recommendation: No changes to neighborhood entrance. 200 Block of Hatlen 1900 Blocks of Bonita and Connie 0 For 2 For Hatlen Ave and Audrey Ln Ballot Results By Block for Item #1 0 No Preference 1 No Preference 0 Against 8 Against 0 Blocks of Audrey and Hatlen 6 For 0 No Preference 17 Against Bonita Av Hatlen Av Hatlen Av W Central Rd W Lincoln St 200 Block of Audrey Grindel Dr 1 For 1 No Preference 8 Against Audrey Ln Audrey Ln 100 Blocks of Audrey and Hatlen Meier Rd Meier Rd 5 For 200- 300 Block of Meier 1 No Preference 2 For 9 Against 1 No Preference 4 Against Page 17 of 173  Ballot Item 2: Intersection Treatment at Audrey Lane and Hatlen Avenue with Grindel Drive Item #2 Ballot Total: 5 For Option 1 – Mini Traffic Circles Only 21 For Option 2 – Speed Feedback Signs Only 25 For Option 3 – Mini Traffic Circles and Speed Feedback Signs 0 Neither for or Against 18 Against Staff Recommendation: Option 3 1900 Blocks of Bonita and Connie 1 For Option 1 3 For Option 2 200 Block of Hatlen 4 For Option 3 0 Blocks of Audrey and Hatlen 0 For Option 1 0 No Preference 3 For Option 1 0 For Option 2 5 Against 6 For Option 2 0 For Option 3 6 For Option 3 0 No Preference 0 No Preference 0 Against 8 Against Bonita Av 200 Block of Audrey 1 For Option 1 Hatlen Av Hatlen Av 4 For Option 2 3 For Option 3 W Central Rd W Lincoln St 0 No Preference Grindel Dr 2 Against Audrey Ln Audrey Ln 100 Blocks of Audrey and Hatlen 200-300 block of Meier 0 For Option 1 0 For Option 1 4 For Option 2 Meier Rd Meier Rd 4 For Option 2 10 For Option 3 2 For Option 3 0 No Preference 0 No Preference 2 Against 1 Against Page 18 of 173  Ballot Item 3: All-Way Stop Control and Pavement Markings at Connie Lane and Audrey Lane 200 Block of Hatlen 0 For 0 No Preference 0 Against 1900 Blocks of Bonita and Connie 0 Blocks of Audrey and Hatlen 100 Blocks of Audrey and 8 For 12 For Hatlen 14 For 0 No Preference 4 Against Item #3 Ballot Total: 4 No Preference 7 Against 0 No Preference 47 For 0 Against 6 Neither for or Against Bonita Av 14 Against Hatlen Av Hatlen Av W Central Rd W Lincoln St 200 Block of Grindel Dr Audrey 7 For 1 No Preference Audrey Ln Audrey Ln 2 Against Meier Rd Meier Rd 200- 300 Block of Meier 6 For Staff Recommendation: All-Way 1 No Preference 1 Against Stop Control Page 19 of 173  Ballot Item 4: Pavement Markings on Meier Road between Lincoln Street and Connie Lane 200 Block of Hatlen 0 For 0 No Preference 0 Against 1900 Blocks of Bonita and Connie 6 For 100 Blocks of Audrey and 1 No Preference 0 Blocks of Audrey and Hatlen Hatlen 6 Against 11 For 9 For 6 No Preference 5 No Preference 6 Against 1 Against Bonita Av Item #4 Ballot Total: Hatlen Av Hatlen Av 38 For W Central Rd W Lincoln St 200 Block of 15 Neither for or Against Grindel Dr Audrey 16 Against 5 For 2 No Preference Audrey Ln Audrey Ln 3 Against Meier Rd Meier Rd 200- 300 Block of Meier Staff Recommendation: As Shown 7 For 1 No Preference 0 Against Page 20 of 173  Overall Summary by Ballot Item Item #3 – All-Way Stop Signs at the Intersection of Connie Lane and Item #2 – Intersection Treatment at Intersections with Gindel Drive Audrey Lane 5 For Option 1 – Mini Traffic Circles Only 47 For 21 For Option 2 – Speed Feedback Signs Only 6 Neither for or Against 25 For Option 3 – Mini Traffic Circles and Speed Feedback Signs 14 Against 0 Neither for or Against Staff Recommendation: As Proposed 18 Against Staff Recommendation: Option 3 Bonita Av W Central Rd Hatlen Av Grindel Dr W Lincoln St Audrey Ln Audrey Ln Meier Rd Item #1 – Entrance Median Islands Item #4 – Pavement Markings on 16 For Meier Road 4 Neither for or Against 38 For 46 Against 15 Neither for or Against Staff Recommendation: No Changes 16 Against to Neighborhood Entrance Staff Recommendation: As Proposed Page 21 of 173  Hatlen Heights Balloting Comments We received comments from 10 of the ballots that were sent in. Below are the comments received with the ballots. The police presence in the neighborhood on Audrey has been the most positive deterrent. People don’t stop for the 2 signs already there. Write tickets!!! It works!! Item 1: At Public Works meeting it was discussed that approximately 10 parking spaces would be forfeited on each street. That is a 24/7 punitive solution to residents for a 5/5 problem. Item 2: Move the stop signs on Grindel to face Audrey & Hatlen. Why use 4 stop signs for 8 houses instead of the 1000+ each day on Audrey & Hatlen. Item 4: In favor with further modifications of a stop sign at Connie & Meier preferably denoting turns during rush hour. I feel speed bumps would be better. Item 5: There should be no left turn (going west) onto Central from Hatlen. Item 2: Option 4: 4-way stop signs at Hatlen and Grindel Biggest o enders seem to be school buses and locals! Please not Item #1 – This is a very dangerous idea! Also bad for snow removal! Tra ic o of Central will slow toa point causing rear or side accidents, especially with multiple cars, MP will be responsible. Page 22 of 173 Page 23 of 173 Page 24 of 173 Page 25 of 173 Page 26 of 173 Page 27 of 173  Mount Prospect Public Works Department INTEROFFICE MEMORANDUM TO: DIRECTOR OF PUBLIC WORKS FROM: PROJECT ENGINEER DATE: July 28, 2025 SUBJECT: FNSP – HATLEN HEIGHTS – REVISED DESIGN This memo outlines the revised traffic calming design for the entire study limits. This design will be presented to the residents within the study limits and the Transportation Safety Commission. Residents will be mailed the revised design, along with a ballot, to allow them to vote if they want parts or all of the project to move forward. The results of that balloting will be presented to the Transportation Safety Commission at a future meeting where they will decide to recommend the project move forward to the Village Board for approval or not. This design was revised from the initial design with input from residents, the Transportation Safety Commission and through Staff observations from a traffic calming trial. Please see the Alternative Analysis Memo to learn more on how the initial design was developed. Public Outreach Residents were solicitated their feedback on the initial design and the traffic calming trial. A summary of the comments received can be found in the Preliminary Plan and Temporary Measures Public Outreach Summary Memo. The conclusion as listed in the memo was, “the general theme from comments received was that the impact the trialed traffic calming measures had on vehicle speed was not great enough to justify the impacts the traffic calming measures had on residents in the neighborhood.” Traffic Calming Trial and Traffic Count Results From May 19th, 2025 to June 6th, 2025 Public Works conducted a traffic calming trial in the Hatlen Heights Neighborhood, see attached Traffic Calming Trial Plans. This trial consisted of temporary curbs, cones, bollards, signage and pavement markings to demonstrate what traffic calming measure could look like and to allow Staff to collect additional traffic counts to determine the effectiveness of the proposed measures. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 28 of 173 Page 2 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 Example Temporary Mini Traffic Circle Installed on Hatlen Avenue at Grindel Drive Example Temporary Median Island Installed on Hatlen Avenue 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 29 of 173 Page 3 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 Traffic Data Analysis: Below is a table summarizing the traffic counts for the study Hatlen Heights Traffic Count Comparison Table Average Speed (MPH) 2024 Percent 2025 Percent 2023 Location Speed Change Traffic Change No Traffic Feedback from 2023 Calming from 2023 Calming Signs to 2024 Trial to 2025 0 Block Audrey Lane 28.0 25.5 -8.9% 23.4 -16.4% 100 Block Audrey Lane 26.5 25.5 -3.8% 21.7 -18.1% 0 Block Hatlen Avenue 27.8 N/A 25.4 -8.6% Vehicles Per Day over 35 MPH 2024 Percent 2025 Percent 2023 Location Speed Change Traffic Change No Traffic Feedback from 2023 Calming from 2023 Calming Signs to 2024 Trial to 2025 0 Block Audrey Lane 69 52 -24.6% 22 -68.1% 100 Block Audrey Lane 42 29 -31.0% 9 -78.6% 0 Block Hatlen Avenue 55 N/A 26 -52.7% Vehicles Per Day 2024Percent 2025 Percent 2023 Location SpeedChange Traffic Change No Traffic Feedback from 2023 Calming from 2023 Calming Signs to 2024 Trial to 2025 0 Block Audrey Lane 894 1026 14.8% 975 9.1% 100 Block Audrey Lane 905 903 -0.2% 827 -8.6% 0 Block Hatlen Avenue 672 N/A 671 -0.1% Note, the 2025 traffic counts on the 100 block of Audrey Lane occurred across the median island, recording the highest impact the temporary traffic calming measures would have on the street. Below is a table summarizing the traffic counts on Connie Lane between Audrey Lane and Meier Road. There were no historical counts on Connie Lane to compare them too. Connie Lane Traffic Count Summary 85% Speed Average Peak Number of Average Percent of (Speed 15% of Volume Hour Vehicles Year Speed of Vehicles Over Drivers are Vehicles Vehicles Over 35 Vehicles 35 MPH Exceeding) Per Day Per Hour MPH/Day 2025 14.0 16.8 765.6 77.0 0.8 0% 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 30 of 173 Page 4 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 The Village conducts 24-hour traffic counts, and averages multiple days in a row to determine typical traffic conditions on a street. Due to the timing of the trial, staff conducted traffic counts on Tuesday through Thursday during all three weeks the trial was in place and averaged the results. Staff compared results week to week and found little differences in speed and a slight decrease in traffic volume as school was no longer in session by the end of the trial. Traffic counts were originally conducted on Hatlen Avenue and Audrey Lane in 2023 after resident complaints. This was prior to the Friendly Neighborhood Streets program being created. Speed feedback signs were installed on Audrey Lane in early 2024 as a way to mitigate speeding on the street. A follow up traffic count was conducted on Audrey Lane in 2024 to document the results of the speed feedback signs. Once the Friendly Neighborhood Streets Program was adopted, a petition was received indicating residents wanted more done on their street to address traffic issues. The final traffic counts were conducted during the traffic calming trial in 2025. Counters were installed on the 0 block of Hatlen Avenue as part of the 2023 and 2025 counts. Counters were installed on the 0 and 100 blocks of Audrey Lane as part of the 2023, 2024 and 2025 counts. On the 100 block of Audrey Lane, the 2025 traffic counts were conducted at the temporary median island to determine the maximum effect the island was having on vehicle speeds. On the 0 block of Audrey Lane, the 2025 traffic counts occurred midway between traffic calming measures, targeting the highest speeds on the block. A counter was also installed on Connie Lane between Meier Road and Audrey Lane in 2025 to determine the number of vehicles on Connie Lane. The 2023 counts recorded around 8% of vehicles exceeding 35 miles per hour on the 0 blocks of Audrey Lane and Hatlen Avenue. On the 100 block of Audrey Lane, about 4.5% of vehicles exceeded 35 miles per hour. After the speed feedback signs were installed on Audrey Lane, there was about a 30% drop in vehicles exceeding 35 miles per hour. During the traffic calming trial, there was a 70% reduction of vehicles over 35 miles per hour on the 0 block of Audrey Lane, from 69 vehicles per day to 22 vehicles per day. This count was conducted mid-point between the temporary traffic calming measures. On Hatlen Avenue, the traffic calming measures were spaced further apart due to driveway locations, but there was still a 50% reduction in vehicles going over 35 miles per hour, down from 55 vehicles per day to 26. In 2023 the average speed on Audrey Lane and Hatlen Avenue was between 26.5 MPH and 28 MPH depending on location. During the traffic calming trial, this was reduced to between 23.4 MPH and 25.4 MPH, excluding the counter at the median island. This is a reduction of 9% - 16% in average speed. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 31 of 173 Page 5 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 This shows how the traffic calming measures are designed to make it difficult for vehicles to reach excessive speeds but still allow vehicles to travel at appropriate speeds down the street. The smaller change in average speed shows the measures have a limited impact on vehicles that previously were traveling close to the speed limit. Overall, the traffic calming measures were statistically successful in bringing vehicle speed on the street down and under the minimum limits for the Friendly Neighborhood Streets Program. Staff observations during the trial. While the trial was ongoing, staff visited the study location to observe how drivers were interacting with the traffic calming measures and other safety benefits or issues present during the trial not shown in the traffic count results. Congestion or issues with vehicles navigating the traffic calming measures were not observed. The medians and mini traffic circles were working as intended, requiring drivers to slow as they approached them to navigate around them. For the mini traffic circles, busses and other large vehicles were able to proceed at a slow speed through the intersections. Larger vehicles making left turns were required to turn in front of the mini traffic circle, when safe to do so, as anticipated. On Connie Lane, the pavement markings and on-street parking narrowed the travel lanes, slowing some drivers. However, vehicles regularly drove over the centerlines when other vehicles were not present. Two-way traffic was maintained at all times, with 9’ travel lanes in each direction. Some drivers were hesitant to make the turn when another vehicle was on Connie Lane, but there was space available. We would expect smoother operations in the future as drivers got used to the new lane configuration. Staff observed delivery drivers parking in the no parking zones near the medians on occasion. This would require vehicles to travel on the opposite side of the median from where the delivery driver was parked. They would need to wait until it was safe for them to navigate around the median, however, this is no different than when two vehicles are parked opposite each other on the street without the median, drivers need to take turns navigating around parked vehicles when it is safe to do so. Staff did not observe any issues relating to the medians. Overall, the traffic calming trial was successful in showing that the proposed traffic calming measures would have the desired effect of slowing vehicles on the street and increasing safety for all users without negatively impacting drivers or traffic operations. However, these outcomes need to be weighed against the loss of parking required for the traffic calming measures to be installed and the effect that has on the neighborhood. There was not an immediate effect on vehicles volumes observed during the trial. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 32 of 173 Page 6 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 As a result of comments received, traffic count results and staff observations, the following changes were made to the initial plan at the conclusion of the traffic calming trial. A full summary of the revised traffic calming plan is discussed in the next section: • Remove mid-block medians as the impact to residents was deemed too great for the traffic calming benefit they provided. • Remove the striped parking lane on Connie Lane, replace with centerline markings near the stop signs. • Install all-way stop control at the intersection of Connie Lane and Audrey Lane. Traffic counts confirmed similar operating conditions on both streets, warranting all-way stop control. Revised Design Summary The Hatlen Heights study area will be generally described from north to south, with each intersection or segment of street being discussed individually. Each discussion will include justification for the measure and any impact on residents. Similar traffic calming measures are proposed for both Hatlen Avenue and Audrey Lane to not shift traffic from one street to the other. Intersections of Audrey Lane and Hatlen Avenue with Central Road Add raised median islands to serve as an entryway into the neighborhood. These islands will be placed south of Central Road so as not to impact turning movements off Central Road, but they will require drivers to enter the neighborhood slowly and alert them to pay attention as the drive in the neighborhood. This will signify to drivers that they are no longer on a higher speed arterial roadway and that they should drive differently on the neighborhood streets. Additionally, this will prevent parking near the intersections, making more space for turning vehicles, increasing safety at the intersections with Central Road. The houses adjacent to the proposed islands front Central Road. As a result, there should be minimal impact to on-street parking near the intersections. A few existing street parking spots will be eliminated at each entrance, but there are already parking prohibitions near the intersections, so additional parking spaces removed are minimal. Hatlen Avenue and Audrey Lane mid-block between Central Road and Grindel Drive No proposed improvements. Resident feedback indicated the mid-block median islands were too impactful, even though they have shown to reduce excessive speeds (over 35 MPH) by 50% - 70% on the streets. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 33 of 173 Page 7 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 Intersections of Audrey Lane and Hatlen Avenue with Grindel Drive Staff has developed three options for these intersections including mini-traffic circles and/or speed feedback signs. The mini-traffic circles would provide a greater safety impact by forcing drivers to slow down as they navigate the intersections. The speed feedback signs would encourage drivers to slow down, but do not force them to like a mini traffic circle. Additionally, speed feedbacks signs have been in place on Audrey Lane and residents requested more be done to address traffic issues. Combining both would have the greatest impact. Option 1: Mini-Traffic Circles – Mini-traffic circles would be installed in the intersections with Grindel Drive. The min-traffic circle would be made out of concrete and/or bricks and would be mountable with a 3” curb. This means large vehicles would be able to drive over the island at slow speeds, maintaining access on the street, while still preventing vehicles from navigating the intersection at high speeds. This would slow vehicles through the intersection, increasing safety for vehicles and pedestrians alike. During the traffic calming trial, the mini traffic circles, along with median islands, resulted in a 50% to 70% reduction in vehicles traveling over 35 MPH on the street. Without medians, we would expect less of an impact mid-block, but the same impact at the intersections. There would be no parking impacts with mini-traffic circles. Option 2: Speed Feedback Signs – Speed feedback signs would be installed in the parkways on Hatlen Avenue similar to the ones on Audrey Lane. These signs include a speed limit sign and an electronic display that shows the drivers speed. When the driver exceeds the speed limit the sign flashes. When the driver exceeds 5 MPH above the speed limit, a strobe light flashes as well encouraging them to slow down. The existing speed feedback signs on Audrey Lane have shown a reduction in vehicles exceeding 35 MPH of between 25% and 30%. We would anticipate similar results on Hatlen Avenue. This is about half the impact the mini traffic circles would be expected to have. Option 3: Mini-Traffic Circles and Speed Feedback Signs – Option 3 would include both traffic calming measures to affect speeds both at the intersection and midblock. The mini-traffic circles would be most effective at the intersection as outlined above. The speed feedback signs would be located to have an impact on midblock speeds as well as through the intersections. There would be no parking impacts with this option. All options require no parking changes and therefore would have a limited impact on residents. Hatlen Avenue and Audrey Lane mid-block between Grindel Drive and Connie Lane No proposed improvements. Resident feedback indicated the mid-block median islands were too impactful, even though they have shown to reduce excessive speeds (over 35 MPH) by 50% - 70% on the streets. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 34 of 173 Page 8 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 Intersection of Audrey Lane and Connie Lane Convert intersection to all-way stop control from two-way stop control. A stop sign warrant analysis was completed using the 2025 traffic counts and determined that all way stop control was warranted at the intersection because the two streets had similar operation characteristics. See stop sign warrant analysis attached to this memo. No impact to residents. Hatlen Avenue and Audrey Lane south of Connie Lane and Bonita Avenue No proposed improvements. Resident feedback indicated the mid-block median islands were too impactful. Connie Lane between Meier Road and Audrey Lane Stripe centerlines within 30’ of stop bars to align vehicles on Connie Lane. No proposed parking changes. Resident feedback was generally negative on the parking changes and striping on Connie Lane. Meier Road between Lincoln Street and Connie Lane Stripe parking lanes and centerlines to match Meier Road south of Lincoln Street. Striping the street will visually narrow the street, slowing drivers. No impact to residents as all existing parking will remain. Traffic Volume The proposed traffic calming measures do not directly address traffic volumes in the neighborhood. As outlined in the Alternatives Analysis Memo, Staff looked into options to reduce traffic volumes in the neighborhood but determined that negative impacts were too great compared to the anticipated benefits. The proposed traffic calming measures will make the neighborhood less desirable for through traffic, potentially removing some trips from the neighborhood, but the primary goal of the traffic calming measures is speed control. Next Steps The next steps of the traffic calming process are to present the revised design to residents with a ballot to allow them to vote on if they are in favor of some or all parts of the project. These results will be tabulated and used to develop Staff’s recommendation for the Transportation Safety Commission. That recommendation will be posted online in the form of the Transportation Safety Commission Agenda Packet for the public to view at least one week prior to the meeting. At the Transportation Safety Commission meeting, Staff will present their recommendation and the results of the balloting. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 35 of 173 Page 9 of 9 FNSP – Hatlen Heights – Revised Deisgn July 28, 2025 There will be time for public comment at the meeting and then the Transportation Safety Commission will vote to: • Advance the project as recommended to the Village Board for approval • Advance the project with changes from the Commission to the Village Board for approval • Send the project back to Staff to make changes and present it again to the Transportation Safety Commission at a future meeting for consideration • Reject the project and a traffic calming project will not move forward in the Hatlen Heights Neighborhood The tentative schedule is as follows: • August 1st: Letters sent to residents with revised design and ballot • August 25th: Ballots due to Public Works (postmarked by this date) • September 2nd: Transportation Safety Commission agenda posted online – includes Staff recommendation for the project • September 8th: Transportation Safety Commission Meeting The letter to residents and ballot is attached to this memo. Luke Foresman, PE Project Engineer Attachments: • Revised Plan • Stop Sign Warrant Analysis • Fourth Public Outreach and Ballot • Traffic Calming Trial Plans • Traffic Counts 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 36 of 173  NO PROPOSED IMPROVEMENTS AT THE FOLLOWING LOCATIONS: HATLEN AVENUE SOUTH OF GRINDEL DRIVE CONNIE LANE EAST OF AUDREY LANE AUDREY LANE SOUTH OF CONNIE LANE N BONITA AVENUE STUDY LIMITS BALLOT ITEM #2 E U EN AV N LE AT H BONITA AVENUE CO HATLEN AVENUE N N IE LA N E CENTRAL ROAD GRINDEL DRIVE LINCOLN STREET RT U AUDREY LANE AUDREY LANE CO Y RE D AU H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final.dwg MEIER ROAD SHEET 2 PROPOSED CONDITIONS SHOWN BALLOT ITEM #4 BALLOT ITEM #1 BALLOT ITEM #3 SHEET 3 USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - REVISED DESIGN - OVERVIEW COOK 5 1 CONTRACT NO. N/A PLOT DATE = 7/11/2025 DATE - 7/11/2025 REVISED - SCALE: 1:75 SHEET 1 OF 1 SHEETS HATLEN HEIGHTS NEIGHBORHOOD ILLINOIS Page 37 of 173  PROPOSED MEDIAN ISLAND AT NEIGHBORHOOD ENTRANCE TO FORCE BALLOT ITEM #2 OPTION 2: NEW SPEED FEEDBACK SIGN DRIVERS TO SLOW DOWN ENTERING THE NEIGHBORHOOD. NO PARKING ON APPROACH TO ISLAND. SEE DETAIL OPTION 3 INCLUDES BOTH MINI-TRAFFIC CIRCLES AND SPEED FEEDBACK SIGNS OPTION 1: PROPOSED MINI-TRAFFIC CIRCLE TO SLOW VEHICLES N THROUGH INTERSECTION SEE DETAIL 1 13 19 21 101 103 5 7 9 11 15 17 3 CENTRAL ROAD HATLEN AVENUE 16 18 20 22 102 4 6 8 10 12 14 100 2 24.0' EXISTING STOP SIGN (TYP) GRINDEL DRIVE ON STREET PARKING OPTION 1: PROPOSED PROPOSED MEDIAN ISLAND AT MAINTAINED ON BOTH MINI-TRAFFIC CIRCLE TO SLOW NEIGHBORHOOD ENTRANCE TO FORCE DRIVERS TO SLOW DOWN ENTERING THE SIDES OF HATLEN AVENUE VEHICLES THROUGH NEIGHBORHOOD. NO PARKING ON INTERSECTION APPROACH TO ISLAND. SEE DETAIL SEE DETAIL 1 13 15 17 19 21 101 103 3 5 7 9 11 CENTRAL ROAD AUDREY LANE H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final.dwg 16 18 20 22 102 6 8 10 12 100 4 14 2 OPTION 2: SPEED FEEDBACK SIGN TO ON STREET PARKING BE RELOCATED BALLOT ITEM #1 MAINTAINED ON BOTH SIDES OF AUDREY LANE USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - REVISED DESIGN COOK 5 2 CONTRACT NO. N/A PLOT DATE = 7/11/2025 DATE - 7/11/2025 REVISED - SCALE: 1:75 SHEET 1 OF 4 SHEETS CENTRAL RD - GRINDEL DR ILLINOIS Page 38 of 173  EXISTING STOP CONTROL ON CONNIE LANE ONLY OPTION 2: SPEED FEEDBACK SIGN TO BE RELOCATED ON STREET PARKING ALLOWED ON BOTH SIDES OF AUDREY LANE BALLOT ITEM #3 PROPOSED ALL-WAY STOP CONTROL N LA 1906 1911 NIE CON 1908 NE 1913 207 107 117 203 205 103 109 111 113 119 105 AUDREY LANE NO HERE TO 206 PARKINGCORNER 108 110 112 116 118 202 204 102 104 106 200 120 PROPOSED STRIPED ON PROPOSED STRIPED STREET PARKING ON CENTERLINES ADJACENT TO BOTH SIDES OF MEIER STOP SIGNS ROAD TO MATCH SOUTH NO PARKING CHANGES MEIER ROAD OF LINCOLN STREET, VISUALLY NARROWS 214 208 210 212 216 300 302 STREET TO SLOW DRIVES BALLOT ITEM #4 WHITE OAK STREET EXISTING STOP CONTROL 210 212 2012 H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final.dwg ON CONNIE LANE ONLY LINCOLN STREET BALLOT ITEM #4 PROPOSED STRIPED ON MEIER ROAD STREET PARKING ON BOTH SIDES OF MEIER ROAD TO EXISTING ALL WAY STOP MATCH SOUTH OF LINCOLN CONTROL STREET, VISUALLY NARROWS STREET TO SLOW DRIVES 306 308 310 316 304 312 314 MEIER ROAD USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - REVISED DESIGN COOK 5 3 CONTRACT NO. N/A PLOT DATE = 7/11/2025 DATE - 7/11/2025 REVISED - SCALE: 1:75 SHEET 2 OF 4 SHEETS GRINDEL DR - WHITE OAK ST ILLINOIS Page 39 of 173  BALLOT ITEM #1 NO PARKING WITHIN 40' OF MEDIAN ISLAND N NO PARKING HERE TO CORNER YELLOW PLASTIC BOLLARDS TO BE INSTALLED ON MEDIAN FOR VISIBILITY (TYP) 9.0' CENTRAL ROAD 25.0' 40.0' 24.0' AUDREY LANE OR 6.0' HATLEN AVENUE 9.0' HERE TO CORNER NO H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final.dwg PARKING STRIPED MEDIAN ISLAND TO ALLOW TURNS RAISED MEDIAN ISLAND TO FORCE DRIVERS TO SLOW DOWN WHEN THEY OFF CENTRAL ROAD FOR LARGE VEHICLES ENTER THE NEIGHBORHOOD. RAISED MEDIAN ISLAND TO BE MADE OUT OF CONCRETE CURB AND DECORATIVE BRICK IN THE MIDDLE. USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - REVISED DESIGN - ENTRANCE DETIAL COOK 5 4 CONTRACT NO. N/A PLOT DATE = 7/11/2025 DATE - 7/11/2025 REVISED - SCALE: 1:75 SHEET 3 OF 4 SHEETS CENTRAL ROAD ILLINOIS Page 40 of 173  BALLOT ITEM #2 PROPOSED WARNING SIGN (175' FROM INTERSECTION) N OPTION 1 SHOWN, OPTION 3 INCLUDES BOTH NO PARKING IMPACTS EXISTING STOP SIGNS TO REMAIN (TYP) MINI-TRAFFIC CIRCLES AND SPEED FEEDBACK SIGNS GRINDEL DRIVE 24.0' MINI TRAFFIC CIRCLE AHEAD R6.0' AUDREY LANE OR 24.0' 12.0' HATLEN AVENUE MINI TRAFFIC H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Final.dwg CIRCLE AHEAD FLEXIBLE OBJECT MARKER SIGNS IN THE MIDDLE OF THE MINI-TRAFFIC CIRCLE FOR VISIBILITY PROPOSED WARNING SIGN MOUNTABLE MINI TRAFFIC CIRCLE. APPROXIMATELY 3" HIGH MOUNTABLE (160' FROM INTERSECTION) CURB TO ALLOW LARGE VEHICLES TO DRIVE OVER THE TRAFFIC CIRCLE AT LOW SPEEDS. ISLAND TO BE CONSTRUCTED OF CONCRETE CURB WITH DECORATIVE BRICK IN THE MIDDLE. USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - REVISED DESIGN - MINI-TRAFFIC CIRCLE COOK 5 5 CONTRACT NO. N/A PLOT DATE = 7/11/2025 DATE - 7/11/2025 REVISED - SCALE: 1:75 SHEET 4 OF 4 SHEETS GRINDEL DRIVE ILLINOIS Page 41 of 173  Multi-Way Stop Sign Warrant Analysis - DRAFT Major Street Audrey Lane Minor Street Connie Lane Date 7/10/2025 Existing Traffic Control Two-Way Stop Control on Connie Lane Multi-Way Stop Control Criteria A. Five or more reported crashes in a 12-month period or six or more crashes in a 36-month periord that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right -angle collisions. There were no reported crashes at this intersection within the past five years, Criteria A is not met B. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflict cross traffic is also required to stop. Sight issues are not present at this intersection with no landscaping or fences near the right-of way lines, Criteria B is not met C. All-way stop control may be installed at locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal at the intersection or for the installation of yield control at a circular intersection. Traffic control signal or yeild control circular intersection is not justified based on traffic volumes, Criteria C is not met D. Minimum Volume 1. The vehicular, pedestrian, and bicycle volume volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and Maximum major street volume is 81 vehicles in an hour - D.1 is not met 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units for the same 8 hour. Maximum minor street volume is 77 vehicles in an hour- D.2 is not met 3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. 85th Percentile Speed is 32.0 MPH - C.3 is not met (from 2023 count) Page 1 of 3 Page 42 of 173  Multi-Way Stop Sign Warrant Analysis - DRAFT Major Street Audrey Lane Minor Street Connie Lane Date 7/10/2025 Existing Traffic Control Two-Way Stop Control on Connie Lane Other Criteria A. The need to control left-turn conflicts; There were no crashes in the last 5 years, Criteria A is not met B. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristic where multi-way stop control would improve traffic operational characteristics of the intersection. Audrey Lane and Connie Lane have the same roadway cross section (24') and similar operating conditions. Generally, traffic turns from Connie Lane onto Audrey Lane, or the opposite as it is a primary route in the neighborhood between Meier Road and Central Road. While the lack of all-way stop control has not resulted in accidents, there has been complaints of vehicles thinking the intersection is all-way stop controlled on proceeding when they do not have the right-of way. Due to the unique charateristics of this interseciton in the neighborhood, all-way stop control would improve operational charateristics. Criteria B is met. C. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. There are no pedestrian generators adjacent to the intersection. There is a signed bike route at the interseciton but no adjacent bicycle generators. Criteria C is not met. Summary Multi-Way Stop Control Criteria is not met for this intersection, therefore Staff does not recommend installing multi-way stop control at this intersection. Page 2 of 3 Page 43 of 173  Multi-Way Stop Sign Warrant Analysis - DRAFT Major Street Audrey Lane Minor Street Connie Lane Date of Study 6/3/2025-6/6/2025 Existing Traffic Control Two-Way Stop Control on Connie Lane Audrey Lane 85th Percentile Speed 32.0 MPH Connie Lane 85th Percentile Speed 17.0 MPH Average Traffic Volumes Audre Lane Connie Lane Total 8 Peak Time Volume (Both Approaches) Volume (Both Approaches) Volume Hours Major St. Minor St. 12:00 AM - 1:00 AM 2 1 3 1:00 AM - 2:00 AM 2 1 3 2:00 AM - 3:00 AM 1 1 2 3:00 AM - 4:00 AM 2 1 3 4:00 AM - 5:00 AM 1 2 3 5:00 AM - 6:00 AM 11 10 21 6:00 AM - 7:00 AM 21 28 49 7:00 AM - 8:00 AM 42 33 75 8:00 AM - 9:00 AM 41 32 73 9:00 AM - 10:00 AM 39 38 77 10:00 AM - 11:00 AM 42 34 76 11:00 AM - 12:00 PM 45 42 87 X 12:00 PM - 1:00 PM 38 40 78 1:00 PM - 2:00 PM 49 49 98 X 2:00 PM - 3:00 PM 47 47 94 X 3:00 PM - 4:00 PM 75 75 150 X 4:00 PM - 5:00 PM 82 77 159 X 5:00 PM - 6:00 PM 77 72 149 X 6:00 PM - 7:00 PM 75 66 141 X 7:00 PM - 8:00 PM 50 49 99 X 8:00 PM - 9:00 PM 31 32 63 9:00 PM - 10:00 PM 28 24 52 10:00 PM - 11:00 PM 14 11 25 11:00 PM - 1200 PM 7 8 15 Total 822 773 1595 Page 3 of 3 Page 44 of 173  Resident Information Bulletin #4 Village of Mount Prospect Public Works Department Hatlen Heights Traffic Calming Study JULY 2025 INTRODUCTION: The Village is conducting a traffic calming study within the Hatlen Heights Neighborhood on Audrey Lane, Hatlen Avenue, Connie Lane, Bonita Avenue and Meier Road. A traffic calming trial occurred in May and the revised design is now ready. The Village is seeking resident input on this design via the included ballot. The results of balloting will be presented to the Transportation Safety Commission and they will decide if the project should move to the Village Board for final consideration. TRAFFIC CALMING PROCESS: The traffic calming process can be found in the Friendly Neighborhood Streets Program on the Village website by searching “Traffic Calming”. We are currently at step 12, Balloting. See timeline to the right. The next step is the Transportation Safety Commission meeting where the recommended design and results of balloting are presented. At this meeting, the Commission will make their recommendation on if the project should proceed. PROPOSED IMPROVEMENTS The revised design is shown on the included plan sheets. Please reach out to Public Works with any questions or clarifications on this design. Prosped traffic calming measures include pavement markings, raised median islands, mini-traffic circles and speed feedback signs. Some traffic calming measures will require parking changes, see the plans for more information. Mid-block median islands have been removed from the revised design. BALLOTING A ballot and pre-addressed stamped envelope are included in this letter. Please fill out the ballot and return to Public Works. This is the official way to submit comments on the revised plan. The results of the balloting will inform Staff’s recommendation for the project and will be presented to the Transportation Safety Commission. The ballot is non-binding, ultimately the Transportation Safety Commission will decide if the project should proceed. If they recommend the project to move forward, it will go before the Village Board for final consideration. Ballots shall be postmarked by August 25th. TRANSPORTATION SAFETY COMMISSION MEETING This is scheduled to be presented to the Transportation Safety Commission at their meeting at 7:00 PM on September 8th, 2025 at the Emergency Operations Center at Public Works, 1720 W. Central Road. You are invited to attend and participate in the meeting. Unless the Commission decides otherwise, this will be the final Transportation Safety Commission Meeting on this study. Staff’s recommendation will be posted online as part of the agenda packet for the meeting by September 2nd. Please reach out to Public Works if you would like a copy of the agenda packet or unable to access it online. ADDITIONAL INFORMATION AVAILABLE The following items are available on the study website, or by request. Please use the QR code below or search “Traffic Calming” on the Village website and navigate to “Current Traffic Calming Studies”. • Summaries of Public Comments Received • Revised Design Memo describing the design, traffic count results, and justification for traffic calming measures VILLAGE OF MOUNT PROSPECT PUBLIC WORKS DEPARTMENT 1700 W. Central Road Mount Prospect, IL 60056 www.mountprospect.org Phone: 847-870-5640 TDD: 847-392-1235 Page 45 of 173  Ballot – Revised Design Village of Mount Prospect Public Works Department Hatlen Heights Traffic Calming Study JULY 2025 Please review the included revised plans and answer the following questions. Each question is identified on the plans. Additional information can be found on the study website. One ballot will be counted per address. Check one box per item. The results of balloting will be presented to the Transportation Safety Commission to help inform their decision on if the project should move forward or not. The balloting results are non-binding. Please reach out to Public Works with questions. Address: _____________________________________________________________________________________________ Item #1: Raised median entrance islands on Audrey Lane and Hatlen Avenue just south of Central Road to slow vehicles as they enter the neighborhood and signify drivers need to drive differently than when they were on Central Road. Parking would be prohibited adjacent to the median islands.  I/we are in favor of Item #1  I/we are neither in favor or against Item #1  I/we are against Item #1 Item #2: Intersection treatment at the intersections of Audrey Lane and Hatlen Avenue with Grindel Drive. Option 1 is mountable mini-traffic circles that were shown to reduce vehicles traveling over 35 MPH on the street by 70%, made out of concrete and/or brick pavers. Option 2 is speed feedback signs that have been shown to reduce vehicles going over 35 MPH by 25%-30%. Option 3 includes both mountable mini-traffic circles and speed feedback signs. Parking prohibitions are not required for any of the options.  I/we are in favor of Option 1 – Mini-Traffic Circles  I/we are in favor of Option 2 – Speed Feedback Signs  I/we are in favor of Option 3 – Mini-Traffic Circles and Speed Feedback Signs  I/we are neither in favor or against either of the options  I/we are against Option1, Option 2 and Option 3 Item #3: All-way stop control and pavement markings at the intersection of Connie Lane and Audrey Lane. These improvements are designed to enhance intersection safety. Parking prohibitions are not required.  I/we are in favor of Item #3  I/we are neither in favor or against Item #3  I/we are against Item #3 Item #4: Pavement markings on Meier Road between Lincoln Street and Connie Lane. The pavement markings would match Meier Road south of Lincoln Street. These changes would slow drivers by visually narrowing the street. No changes to on- street parking are proposed.  I/we are in favor of Item #4  I/we are neither in favor or against Item #4  I/we are against Item #4 Submit via the enclosed pre-addressed envelope to Public Works or send a copy via email to publicworksdept@mountprospect.org. Please put “Hatlen Heights Traffic Calming” in the subject line of your email. Ballots are required to be postmarked by August 25th to be included in the study. Additional information is on the project website. VILLAGE OF MOUNT PROSPECT PUBLIC WORKS DEPARTMENT 1700 W. Central Road Mount Prospect, IL 60056 www.mountprospect.org Phone: 847-870-5640 TDD: 847-392-1235 Page 46 of 173  = INFORMATION SIGN LOCATIONS N MINI TRAFFIC CIRCLE MEDIAN ISLAND MEDIAN ISLAND MEDIAN ISLAND STUDY LIMITS E EN U AV LE N AT H BONITA AVENUE CO HATLEN AVNEUE N N IE LA N E CENTRAL ROAD GRINDEL DRIVE LINCOLN STREET RT AUDREY LANE AUDREY LANE U CO Y RE D H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Temporary Measures.dwg AU MEIER ROAD MEDIAN MEDIAN ISLAND ISLAND MINI TRAFFIC CIRCLE PAVEMENT STRIPING MEDIAN ISLAND MEDIAN ISLAND USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - TEMPORARY MEASURES OVERVIEW COOK 1 1 CONTRACT NO. N/A PLOT DATE = 4/23/2025 DATE - 4/23/2025 REVISED - SCALE: 1:200 SHEET 1 OF 1 SHEETS HATLEN HEIGHTS NEIGHBORHOOD ILLINOIS Page 47 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.7 0.0 0.3 1.3 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.7 1.3 0.3 2.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.7 0.0 0.7 6.7 4.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 32.3 2.3 3.7 13.3 12.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 34.3 1.7 4.7 14.7 11.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 1.3 7.0 10.3 7.0 2.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 25.0 0.7 7.0 8.0 6.7 2.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 11:00 AM 30.7 1.0 7.0 12.7 6.0 3.0 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 12:00 PM 27.3 1.3 4.3 9.7 10.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 34.3 5.7 8.0 8.0 9.7 2.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 41.7 3.0 9.7 13.0 9.0 5.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 46.7 2.7 8.3 15.0 14.3 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 39.7 2.3 9.7 13.3 9.3 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 45.0 2.7 7.7 17.0 13.0 3.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 30.7 1.7 3.7 11.0 11.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 20.7 0.7 2.3 10.0 5.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.3 1.3 3.3 6.0 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 10.0 0.0 1.7 5.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.0 0.0 1.0 1.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.0 0.0 0.0 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 494.0 29.7 91.3 180.7 142.0 43.3 6.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 Average (Mean) 23.3 mph Minimum 1.0 mph Maximum 53.1 mph Pace Range 18.5 - 28.5 mph 1023 vehicles (69.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 16.5 18.3 23.6 28.6 30.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 38.5% (571) 1.4% (21) 0.1% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1482 89 274 542 426 130 18 1 1 1 0 0 0 0 6.0% 18.5% 36.6% 28.7% 8.8% 1.2% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 2 Page 48 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.3 0.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.7 0.0 0.0 1.7 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.0 0.3 0.3 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.7 0.0 0.3 1.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.7 0.0 2.0 4.7 1.3 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 20.3 2.0 4.3 8.3 2.3 2.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 37.3 2.0 3.7 17.3 6.3 6.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 2.3 6.3 10.3 5.7 1.7 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 25.0 1.7 5.0 10.3 3.0 4.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.7 0.0 3.3 9.3 3.7 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 26.3 1.7 3.7 12.0 7.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 24.3 2.7 5.0 9.0 6.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 29.3 2.3 4.7 11.7 9.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 32.7 1.3 6.7 14.0 7.7 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 48.3 4.0 11.0 21.3 9.3 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 51.0 1.0 8.3 23.0 11.7 5.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 41.7 3.0 5.7 16.7 10.0 4.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 28.7 2.7 3.3 10.0 8.0 3.7 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8:00 PM 20.7 1.3 4.7 8.3 4.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 15.0 0.3 1.0 7.7 3.7 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 8.0 0.0 1.3 2.7 3.3 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.0 0.7 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 481.3 28.7 82.0 201.7 107.0 46.7 12.3 2.0 1.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.5 mph Minimum 1.0 mph Maximum 48.7 mph Pace Range 18.3 - 28.3 mph 990 vehicles (68.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.3 18.8 23.0 29.3 31.2 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 34.6% (499) 3.2% (46) 0.2% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1444 86 246 605 321 140 37 6 3 0 0 0 0 0 6.0% 17.0% 41.9% 22.2% 9.7% 2.6% 0.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 49 of 173 Street : Audrey Lane Site: 2810 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages SB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 1.0 0.0 0.0 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 5.7 0.0 0.7 0.7 2.3 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 22.3 0.3 1.0 4.7 8.7 6.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 28.3 2.0 2.0 6.3 11.7 4.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 22.7 0.7 0.3 5.3 9.0 5.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 20.7 0.7 0.3 4.3 9.3 4.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 17.0 0.0 0.3 2.0 9.7 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 25.0 0.0 0.7 4.7 12.3 5.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 25.0 1.0 0.7 5.7 11.3 5.0 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 2:00 PM 22.7 1.3 0.3 6.0 9.0 5.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 33.7 0.7 1.7 9.0 13.0 7.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 40.0 2.3 1.7 8.3 17.3 9.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 46.3 1.3 1.3 6.7 21.3 14.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 41.0 1.0 2.0 4.0 22.0 10.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 26.3 1.0 2.0 7.0 12.0 3.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.7 0.7 0.7 3.3 7.0 3.0 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 9:00 PM 14.0 0.0 0.0 3.3 6.7 2.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.0 0.3 0.3 1.0 2.7 1.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.0 0.0 1.0 0.7 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Daily Average 418.0 13.7 16.7 84.0 187.0 94.0 18.7 2.7 1.0 0.3 0.0 0.0 0.0 0.0 Average (Mean) 27.2 mph Minimum 1.0 mph Maximum 54.3 mph Pace Range 23.1 - 33.1 mph 928 vehicles (74.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 21.3 22.8 27.6 32.0 33.1 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 71.9% (902) 5.4% (68) 0.3% (4) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 SB 1254 41 50 252 561 282 56 8 3 1 0 0 0 0 3.3% 4.0% 20.1% 44.7% 22.5% 4.5% 0.6% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 1 Page 50 of 173 Street : Audrey Lane Site: 2810 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages NB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.3 0.0 0.3 0.7 0.3 0.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 8.0 1.0 0.0 1.7 2.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.7 0.0 0.0 2.7 5.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 34.7 1.0 2.7 7.3 13.0 8.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 38.0 0.3 1.3 3.7 10.0 16.7 5.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 0.3 0.3 5.7 11.3 8.0 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 22.3 0.3 0.7 1.3 8.0 10.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 26.3 0.0 0.7 3.3 10.3 10.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 35.0 0.0 1.0 3.3 13.3 13.3 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 21.3 0.7 1.0 3.3 7.3 8.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 35.3 1.3 0.7 4.7 14.0 10.3 3.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 3:00 PM 34.0 0.7 0.7 5.3 12.3 9.0 5.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 33.7 1.7 0.3 2.7 14.3 11.7 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 47.0 1.7 1.3 4.0 17.3 17.3 5.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 41.0 2.3 1.0 7.0 17.7 10.0 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 23.0 0.3 0.3 5.0 10.0 6.0 1.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 8:00 PM 16.3 0.0 0.3 3.7 6.7 4.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.3 0.3 0.0 1.7 3.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 2.7 0.0 0.0 0.3 0.7 0.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.7 0.0 0.0 0.3 1.7 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 475.7 12.0 12.7 68.0 180.7 154.3 42.3 4.3 1.0 0.3 0.0 0.0 0.0 0.0 Average (Mean) 28.6 mph Minimum 1.0 mph Maximum 53.1 mph Pace Range 23.9 - 33.9 mph 1026 vehicles (71.9%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 23.0 24.0 29.1 33.8 35.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 80.2% (1145) 9.8% (140) 0.3% (4) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 NB 1427 36 38 204 542 463 127 13 3 1 0 0 0 0 2.5% 2.7% 14.3% 38.0% 32.4% 8.9% 0.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 2 Page 51 of 173 Street : Audrey Lane Site: 2810 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 3.3 0.3 0.7 1.0 0.3 0.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 9.0 1.0 0.0 2.0 3.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 17.3 0.0 0.7 3.3 8.0 4.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 57.0 1.3 3.7 12.0 21.7 14.7 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 66.3 2.3 3.3 10.0 21.7 21.0 6.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 9:00 AM 51.7 1.0 0.7 11.0 20.3 13.7 4.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 43.0 1.0 1.0 5.7 17.3 15.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 43.3 0.0 1.0 5.3 20.0 14.7 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 60.0 0.0 1.7 8.0 25.7 18.7 5.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 46.3 1.7 1.7 9.0 18.7 13.0 1.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 2:00 PM 58.0 2.7 1.0 10.7 23.0 15.3 4.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 3:00 PM 67.7 1.3 2.3 14.3 25.3 16.3 7.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 73.7 4.0 2.0 11.0 31.7 20.7 3.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 93.3 3.0 2.7 10.7 38.7 31.7 6.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 82.0 3.3 3.0 11.0 39.7 20.7 3.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 49.3 1.3 2.3 12.0 22.0 9.0 2.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 8:00 PM 32.0 0.7 1.0 7.0 13.7 7.3 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 9:00 PM 22.3 0.3 0.0 5.0 10.3 5.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 8.7 0.3 0.3 1.3 3.3 2.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 6.3 0.0 0.0 1.3 2.3 1.7 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 Daily Average 893.7 25.7 29.3 152.0 367.7 248.3 61.0 7.0 2.0 0.7 0.0 0.0 0.0 0.0 Average (Mean) 28.0 mph Minimum 1.0 mph Maximum 54.3 mph Pace Range 23.4 - 33.4 mph 1952 vehicles (72.8%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 22.1 23.5 28.3 33.1 34.4 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 76.4% (2047) 7.8% (208) 0.3% (8) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2681 77 88 456 1103 745 183 21 6 2 0 0 0 0 2.9% 3.3% 17.0% 41.1% 27.8% 6.8% 0.8% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% SB 1254 41 50 252 561 282 56 8 3 1 0 0 0 0 3.3% 4.0% 20.1% 44.7% 22.5% 4.5% 0.6% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% NB 1427 36 38 204 542 463 127 13 3 1 0 0 0 0 2.5% 2.7% 14.3% 38.0% 32.4% 8.9% 0.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 3 Page 52 of 173 Street : Audrey Lane Site: 2809 Cross Street : Grindle Drive Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.5 0.0 0.0 0.0 0.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.5 0.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 2.5 0.0 0.0 1.5 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.0 1.0 0.0 4.5 2.5 2.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 26.5 0.5 1.5 7.5 9.5 3.5 2.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 8:00 AM 41.5 5.0 5.5 11.0 12.5 5.5 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 30.0 3.0 5.5 12.0 5.0 3.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 19.5 0.5 3.0 8.0 6.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 31.5 1.5 1.0 15.5 9.5 2.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 27.0 1.5 3.0 11.5 6.5 3.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 29.0 3.5 1.5 11.0 10.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 38.0 1.5 2.5 15.0 11.5 4.5 2.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 3:00 PM 42.0 3.5 1.5 18.5 10.0 6.5 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 45.5 2.0 4.5 20.5 12.5 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 67.0 3.5 1.5 25.0 20.0 10.5 4.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 46.0 1.0 3.0 18.5 9.5 9.0 3.0 1.5 0.5 0.0 0.0 0.0 0.0 0.0 7:00 PM 27.5 0.5 1.5 11.0 7.5 4.5 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 22.5 0.0 1.5 9.5 6.5 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 14.0 0.0 0.0 5.5 3.5 3.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 7.5 0.5 0.0 3.5 2.5 0.5 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 0.0 0.0 2.0 0.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 537.5 29.5 38.0 212.0 147.0 75.5 24.5 9.5 1.5 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.2 mph Minimum 1.0 mph Maximum 47.2 mph Pace Range 19.7 - 29.7 mph 730 vehicles (67.9%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 19.3 20.6 24.8 31.6 33.2 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 46.8% (503) 6.6% (71) 0.3% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1075 59 76 424 294 151 49 19 3 0 0 0 0 0 5.5% 7.1% 39.4% 27.3% 14.0% 4.6% 1.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 53 of 173 Street : Audrey Lane Site: 2809 Cross Street : Grindle Drive Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.5 0.0 0.0 0.0 1.5 0.5 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.5 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.5 0.5 0.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 2.0 0.0 0.0 0.0 1.5 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.0 0.0 0.0 2.5 2.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 15.0 1.0 0.0 5.5 6.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 33.5 0.0 0.5 8.5 16.0 8.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 35.5 2.5 1.0 9.5 15.0 5.5 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.5 1.5 2.5 9.5 11.0 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 28.5 0.0 3.5 10.5 11.0 3.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 27.0 2.0 1.0 9.0 11.0 3.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 34.0 0.5 2.0 13.0 13.5 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 24.0 0.5 1.5 9.5 9.0 3.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 29.5 2.0 3.5 7.0 11.0 3.5 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 42.5 0.5 2.0 11.5 21.0 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 41.0 1.5 5.0 10.5 16.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 43.0 3.0 4.5 10.5 18.5 5.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 35.0 0.5 0.0 9.5 17.0 6.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 25.0 0.5 1.5 10.0 8.5 3.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 18.0 0.0 0.5 4.5 10.0 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.5 0.0 0.0 2.0 5.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.5 0.0 0.0 1.5 2.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.0 0.0 0.0 1.0 0.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 488.5 16.5 29.0 146.0 208.0 72.0 14.5 2.5 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.9 mph Minimum 1.0 mph Maximum 43.8 mph Pace Range 21.4 - 31.4 mph 739 vehicles (75.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 20.3 21.9 26.0 30.7 32.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 60.2% (588) 3.4% (33) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 977 33 58 292 416 144 29 5 0 0 0 0 0 0 3.4% 5.9% 29.9% 42.6% 14.7% 3.0% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 54 of 173 Street : Audrey Lane Site: 2809 Cross Street : Grindle Drive Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.0 0.0 0.0 0.0 2.0 1.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.5 0.0 0.5 0.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 3.0 1.0 0.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 3.0 0.0 0.0 0.0 2.0 0.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.5 0.0 0.0 4.0 2.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 26.0 2.0 0.0 10.0 8.5 4.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 60.0 0.5 2.0 16.0 25.5 11.5 3.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 8:00 AM 77.0 7.5 6.5 20.5 27.5 11.0 3.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 59.5 4.5 8.0 21.5 16.0 7.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 48.0 0.5 6.5 18.5 17.5 4.5 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 58.5 3.5 2.0 24.5 20.5 5.5 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 61.0 2.0 5.0 24.5 20.0 8.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 53.0 4.0 3.0 20.5 19.0 6.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 67.5 3.5 6.0 22.0 22.5 8.0 4.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 3:00 PM 84.5 4.0 3.5 30.0 31.0 14.0 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 86.5 3.5 9.5 31.0 28.5 12.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 110.0 6.5 6.0 35.5 38.5 16.0 5.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 81.0 1.5 3.0 28.0 26.5 15.0 5.0 1.5 0.5 0.0 0.0 0.0 0.0 0.0 7:00 PM 52.5 1.0 3.0 21.0 16.0 8.0 3.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 40.5 0.0 2.0 14.0 16.5 6.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 22.5 0.0 0.0 7.5 8.5 4.5 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 12.0 0.5 0.0 5.0 4.5 0.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 7.0 0.0 0.0 3.0 1.0 2.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 1026.0 46.0 67.0 358.0 355.0 147.5 39.0 12.0 1.5 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.5 mph Minimum 1.0 mph Maximum 47.2 mph Pace Range 21.6 - 31.6 mph 1448 vehicles (70.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 19.7 21.1 25.4 31.2 32.5 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 53.2% (1091) 5.1% (104) 0.1% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2052 92 134 716 710 295 78 24 3 0 0 0 0 0 4.5% 6.5% 34.9% 34.6% 14.4% 3.8% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1075 59 76 424 294 151 49 19 3 0 0 0 0 0 5.5% 7.1% 39.4% 27.3% 14.0% 4.6% 1.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 977 33 58 292 416 144 29 5 0 0 0 0 0 0 3.4% 5.9% 29.9% 42.6% 14.7% 3.0% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 55 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages SB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 1.7 0.0 0.3 0.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 6.3 0.0 0.7 2.3 1.0 1.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 26.0 0.3 2.0 3.0 9.7 9.3 0.7 0.3 0.7 0.0 0.0 0.0 0.0 0.0 8:00 AM 27.0 1.3 3.0 5.0 10.3 5.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 24.3 2.0 1.7 2.7 11.3 6.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 21.7 1.3 2.7 6.0 5.7 5.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 21.7 2.3 2.0 5.0 7.0 4.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 21.3 1.3 0.3 4.3 7.7 6.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 27.7 3.0 3.0 8.3 6.3 6.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 25.7 2.0 2.0 6.3 9.3 5.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 37.0 1.0 2.0 8.0 14.0 10.0 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 40.7 1.7 0.0 7.0 19.3 11.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 44.7 1.3 1.0 5.3 18.0 17.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 43.3 1.3 1.3 4.3 17.0 16.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 26.3 0.7 1.3 4.7 11.3 6.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 16.3 1.0 0.0 2.7 6.7 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 13.3 0.3 0.3 2.7 4.7 3.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.3 0.3 0.0 1.0 2.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.0 0.3 0.0 1.3 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Daily Average 435.7 23.0 24.0 79.0 164.0 121.3 19.7 3.7 1.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 27.1 mph Minimum 1.0 mph Maximum 49.5 mph Pace Range 23.1 - 33.1 mph 915 vehicles (70.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 19.5 22.0 28.0 32.6 33.6 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 71.1% (929) 5.4% (71) 0.2% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 SB 1307 69 72 237 492 364 59 11 3 0 0 0 0 0 5.3% 5.5% 18.1% 37.6% 27.9% 4.5% 0.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 56 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages NB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.3 0.0 0.0 0.0 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 6.7 0.0 0.3 1.3 2.3 2.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.0 0.0 1.3 3.7 3.0 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 26.7 0.3 1.7 8.0 11.3 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 36.3 1.3 2.3 7.7 18.3 6.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 30.3 1.7 3.3 9.3 12.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 23.0 1.0 1.7 6.7 8.7 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 26.7 2.0 2.7 9.7 9.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 35.3 3.3 2.7 10.0 13.3 5.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 18.7 2.3 1.3 7.7 5.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 35.3 2.3 1.7 12.7 12.7 4.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 36.3 0.3 4.0 7.3 16.7 6.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 36.0 1.7 2.7 7.0 16.7 5.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 46.3 3.0 3.7 9.3 15.3 11.7 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 39.3 1.0 1.7 7.0 20.7 7.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 24.7 0.7 1.3 5.7 10.7 5.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 18.0 0.0 1.3 3.3 8.0 4.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.0 0.7 0.3 2.0 3.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 3.7 0.0 0.0 0.3 1.3 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 0.3 0.0 0.7 1.0 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 469.7 22.0 34.0 119.3 191.7 83.3 17.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 26.0 mph Minimum 1.0 mph Maximum 42.9 mph Pace Range 22.1 - 32.1 mph 1009 vehicles (71.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 19.1 21.1 26.4 31.2 32.4 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 62.7% (883) 3.8% (54) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 NB 1409 66 102 358 575 250 51 7 0 0 0 0 0 0 4.7% 7.2% 25.4% 40.8% 17.7% 3.6% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 57 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 3.0 1.7 0.0 0.0 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 8.3 0.0 0.7 1.7 3.3 2.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 17.3 0.0 2.0 6.0 4.0 3.7 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 52.7 0.7 3.7 11.0 21.0 14.7 0.7 0.3 0.7 0.0 0.0 0.0 0.0 0.0 8:00 AM 63.3 2.7 5.3 12.7 28.7 11.7 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 54.7 3.7 5.0 12.0 23.3 10.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 44.7 2.3 4.3 12.7 14.3 9.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 48.3 4.3 4.7 14.7 16.7 7.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 56.7 4.7 3.0 14.3 21.0 11.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 46.3 5.3 4.3 16.0 12.0 7.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 61.0 4.3 3.7 19.0 22.0 10.0 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 73.3 1.3 6.0 15.3 30.7 16.3 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 76.7 3.3 2.7 14.0 36.0 16.7 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 91.0 4.3 4.7 14.7 33.3 29.0 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 82.7 2.3 3.0 11.3 37.7 23.0 4.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 51.0 1.3 2.7 10.3 22.0 11.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 34.3 1.0 1.3 6.0 14.7 10.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 21.3 1.0 0.7 4.7 8.0 5.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 9.0 0.3 0.0 1.3 3.7 2.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 6.7 0.3 0.3 0.7 2.3 2.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 Daily Average 905.3 45.0 58.0 198.3 355.7 204.7 36.7 6.0 1.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 26.5 mph Minimum 1.0 mph Maximum 49.5 mph Pace Range 23.1 - 33.1 mph 1896 vehicles (69.8%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 19.3 21.4 27.1 32.0 33.1 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 66.7% (1812) 4.6% (125) 0.1% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2716 135 174 595 1067 614 110 18 3 0 0 0 0 0 5.0% 6.4% 21.9% 39.3% 22.6% 4.1% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% SB 1307 69 72 237 492 364 59 11 3 0 0 0 0 0 5.3% 5.5% 18.1% 37.6% 27.9% 4.5% 0.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% NB 1409 66 102 358 575 250 51 7 0 0 0 0 0 0 4.7% 7.2% 25.4% 40.8% 17.7% 3.6% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 58 of 173 Street : Audrey Lane Site: 2810 Address : 111 Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 2.5 0.0 0.5 0.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 12.5 0.0 0.5 5.5 3.5 2.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 15.0 2.0 2.0 1.5 6.5 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 35.0 3.0 5.0 11.5 11.5 2.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 2.5 4.0 11.5 8.5 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 18.5 2.5 3.0 7.0 5.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 28.5 2.0 2.5 5.0 14.5 4.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 23.5 1.5 1.5 5.0 10.5 4.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 25.5 2.0 3.0 4.0 9.0 6.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 32.5 1.0 1.5 6.0 18.5 4.5 0.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 3:00 PM 33.5 0.5 1.0 8.5 17.5 4.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 40.0 2.0 2.0 12.0 18.5 5.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 48.5 2.5 0.5 7.0 28.0 9.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 34.0 1.5 1.0 6.0 18.5 5.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 23.0 1.0 0.5 5.0 11.5 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 16.5 1.0 0.0 5.5 8.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 12.5 0.0 0.0 1.0 7.0 3.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.0 1.0 0.5 0.5 3.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.5 0.0 0.0 0.5 1.0 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 443.5 27.0 29.0 103.5 203.5 66.0 12.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.6 mph Minimum 1.0 mph Maximum 46.1 mph Pace Range 21.8 - 31.8 mph 660 vehicles (74.4%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 18.8 21.0 26.4 30.5 31.7 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 63.6% (564) 3.3% (29) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 887 54 58 207 407 132 24 4 1 0 0 0 0 0 6.1% 6.5% 23.3% 45.9% 14.9% 2.7% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 59 of 173 Street : Audrey Lane Site: 2810 Address : 111 Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 3.0 0.0 0.0 0.0 2.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.0 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 2.0 0.0 0.0 1.0 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.0 0.5 0.0 1.0 2.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.5 1.0 0.5 4.0 6.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 25.0 3.0 2.0 7.5 10.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 29.5 2.0 4.5 11.5 8.5 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.5 1.0 7.5 13.5 5.5 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 27.0 3.0 2.5 14.5 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 27.5 0.5 2.5 10.0 11.0 2.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 31.0 0.5 3.5 8.5 13.0 5.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 25.0 2.0 2.5 8.0 5.0 5.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 25.0 1.5 2.5 5.0 9.5 6.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 39.0 1.5 1.0 7.0 19.5 8.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 34.5 1.0 2.0 10.5 11.0 8.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 45.0 2.5 1.5 10.0 22.0 7.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 35.5 1.0 0.5 5.5 20.5 7.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 24.0 1.5 1.0 7.5 10.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 19.5 0.5 1.0 5.0 9.0 3.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.5 1.0 1.0 2.0 4.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.0 0.0 0.5 0.0 2.5 1.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 1.0 0.0 1.0 0.5 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 460.0 25.5 37.0 133.0 180.5 69.5 14.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.3 mph Minimum 1.1 mph Maximum 41.2 mph Pace Range 21.7 - 31.7 mph 643 vehicles (69.9%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 18.7 20.4 25.8 30.7 31.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 56.8% (523) 3.2% (29) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 920 51 74 266 361 139 28 1 0 0 0 0 0 0 5.5% 8.0% 28.9% 39.2% 15.1% 3.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 60 of 173 Street : Audrey Lane Site: 2810 Address : 111 Wednesday, 5/15/2024 12:00 AM - Engineer : LJF Friday, 5/17/2024 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.0 0.0 0.0 0.0 2.0 0.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 2.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.5 0.5 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 3.0 0.0 0.0 1.0 1.0 0.5 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.5 0.5 0.5 1.5 3.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 26.0 1.0 1.0 9.5 10.0 3.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 40.0 5.0 4.0 9.0 16.5 4.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 64.5 5.0 9.5 23.0 20.0 4.5 2.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 58.5 3.5 11.5 25.0 14.0 4.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 45.5 5.5 5.5 21.5 12.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 56.0 2.5 5.0 15.0 25.5 7.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 54.5 2.0 5.0 13.5 23.5 9.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 50.5 4.0 5.5 12.0 14.0 11.5 3.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 57.5 2.5 4.0 11.0 28.0 10.5 0.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 3:00 PM 72.5 2.0 2.0 15.5 37.0 12.5 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 74.5 3.0 4.0 22.5 29.5 14.0 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 93.5 5.0 2.0 17.0 50.0 17.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 69.5 2.5 1.5 11.5 39.0 12.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 47.0 2.5 1.5 12.5 21.5 8.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 36.0 1.5 1.0 10.5 17.0 5.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 21.0 1.0 1.0 3.0 11.0 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 11.0 1.0 1.0 0.5 6.0 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 7.5 1.0 0.0 1.5 1.5 2.5 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 903.5 52.5 66.0 236.5 384.0 135.5 26.0 2.5 0.5 0.0 0.0 0.0 0.0 0.0 Average (Mean) 25.5 mph Minimum 1.0 mph Maximum 46.1 mph Pace Range 21.8 - 31.8 mph 1301 vehicles (72.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 18.8 20.7 26.1 30.6 31.7 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 60.2% (1087) 3.2% (58) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 1807 105 132 473 768 271 52 5 1 0 0 0 0 0 5.8% 7.3% 26.2% 42.5% 15.0% 2.9% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 887 54 58 207 407 132 24 4 1 0 0 0 0 0 6.1% 6.5% 23.3% 45.9% 14.9% 2.7% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 920 51 74 266 361 139 28 1 0 0 0 0 0 0 5.5% 8.0% 28.9% 39.2% 15.1% 3.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 61 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.3 0.0 0.0 0.3 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 2.3 0.3 0.7 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.3 0.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 2.3 0.0 0.7 1.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 2.0 0.0 0.7 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 12.3 0.3 3.0 5.7 1.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 25.0 2.3 6.0 8.3 3.7 3.7 0.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 8:00 AM 49.3 4.0 11.3 15.7 10.0 6.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.7 3.7 8.0 9.7 5.0 2.0 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 10:00 AM 29.3 0.7 9.7 9.0 6.7 2.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 27.3 2.7 5.7 11.0 3.7 3.0 1.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 12:00 PM 31.0 3.0 8.7 9.7 5.7 2.0 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 1:00 PM 33.7 5.0 11.7 8.7 6.0 1.7 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 2:00 PM 24.0 1.0 2.7 11.7 5.7 1.7 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 3:00 PM 48.0 3.0 7.7 18.3 11.3 4.7 2.0 0.7 0.0 0.3 0.0 0.0 0.0 0.0 4:00 PM 57.7 5.0 16.7 20.0 9.7 5.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 57.3 2.7 12.0 21.0 12.0 5.7 3.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 6:00 PM 32.0 1.7 6.0 13.0 6.7 3.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 37.3 3.7 9.3 12.7 6.3 4.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 19.3 1.3 3.7 8.7 4.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 18.3 0.7 2.7 7.0 4.7 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.3 0.0 2.0 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 5.3 0.0 1.0 2.0 1.7 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 551.3 41.3 130.0 196.7 107.3 53.7 16.3 3.0 1.7 1.0 0.3 0.0 0.0 0.0 Average (Mean) 23.0 mph Minimum 1.0 mph Maximum 57.9 mph Pace Range 16.7 - 26.7 mph 1057 vehicles (63.9%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 16.3 17.7 22.4 29.4 31.5 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 33.0% (546) 4.1% (67) 0.5% (9) 0.1% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1654 124 390 590 322 161 49 9 5 3 1 0 0 0 7.5% 23.6% 35.7% 19.5% 9.7% 3.0% 0.5% 0.3% 0.2% 0.1% 0.0% 0.0% 0.0% 1 Page 62 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.7 0.0 0.3 1.3 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.7 1.3 0.3 2.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.7 0.0 0.7 6.7 4.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 32.3 2.3 3.7 13.3 12.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 34.3 1.7 4.7 14.7 11.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 1.3 7.0 10.3 7.0 2.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 25.0 0.7 7.0 8.0 6.7 2.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 11:00 AM 30.7 1.0 7.0 12.7 6.0 3.0 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 12:00 PM 27.3 1.3 4.3 9.7 10.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 34.3 5.7 8.0 8.0 9.7 2.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 41.7 3.0 9.7 13.0 9.0 5.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 46.7 2.7 8.3 15.0 14.3 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 39.7 2.3 9.7 13.3 9.3 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 45.0 2.7 7.7 17.0 13.0 3.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 30.7 1.7 3.7 11.0 11.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 20.7 0.7 2.3 10.0 5.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.3 1.3 3.3 6.0 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 10.0 0.0 1.7 5.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.0 0.0 1.0 1.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.0 0.0 0.0 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 494.0 29.7 91.3 180.7 142.0 43.3 6.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 Average (Mean) 23.3 mph Minimum 1.0 mph Maximum 53.1 mph Pace Range 18.5 - 28.5 mph 1023 vehicles (69.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 16.5 18.3 23.6 28.6 30.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 38.5% (571) 1.4% (21) 0.1% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1482 89 274 542 426 130 18 1 1 1 0 0 0 0 6.0% 18.5% 36.6% 28.7% 8.8% 1.2% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 2 Page 63 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.0 0.0 0.3 1.7 0.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 3.0 0.3 1.0 0.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.3 0.3 0.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 3.0 0.0 0.7 1.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.7 1.3 1.0 3.0 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 26.0 0.3 3.7 12.3 5.7 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 57.3 4.7 9.7 21.7 15.7 4.7 0.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 8:00 AM 83.7 5.7 16.0 30.3 21.0 8.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 58.7 5.0 15.0 20.0 12.0 4.3 1.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 10:00 AM 54.3 1.3 16.7 17.0 13.3 4.3 1.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 11:00 AM 58.0 3.7 12.7 23.7 9.7 6.0 1.7 0.0 0.0 0.3 0.3 0.0 0.0 0.0 12:00 PM 58.3 4.3 13.0 19.3 16.3 3.3 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 1:00 PM 68.0 10.7 19.7 16.7 15.7 3.7 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 2:00 PM 65.7 4.0 12.3 24.7 14.7 7.3 2.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 3:00 PM 94.7 5.7 16.0 33.3 25.7 11.0 2.0 0.7 0.0 0.3 0.0 0.0 0.0 0.0 4:00 PM 97.3 7.3 26.3 33.3 19.0 9.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 102.3 5.3 19.7 38.0 25.0 9.0 4.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 6:00 PM 62.7 3.3 9.7 24.0 17.7 7.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 58.0 4.3 11.7 22.7 11.7 6.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 34.7 2.7 7.0 14.7 8.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 28.3 0.7 4.3 12.0 8.0 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 9.3 0.0 3.0 2.3 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 7.3 0.0 1.0 3.3 2.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 1045.3 71.0 221.3 377.3 249.3 97.0 22.3 3.3 2.0 1.3 0.3 0.0 0.0 0.0 Average (Mean) 23.2 mph Minimum 1.0 mph Maximum 57.9 mph Pace Range 18.4 - 28.4 mph 2060 vehicles (65.7%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 16.4 17.9 22.9 29.0 30.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 35.6% (1117) 2.8% (88) 0.4% (11) 0.0% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 3136 213 664 1132 748 291 67 10 6 4 1 0 0 0 6.8% 21.2% 36.1% 23.9% 9.3% 2.1% 0.3% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% Southbound 1654 124 390 590 322 161 49 9 5 3 1 0 0 0 7.5% 23.6% 35.7% 19.5% 9.7% 3.0% 0.5% 0.3% 0.2% 0.1% 0.0% 0.0% 0.0% Northbound 1482 89 274 542 426 130 18 1 1 1 0 0 0 0 6.0% 18.5% 36.6% 28.7% 8.8% 1.2% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 3 Page 64 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.3 0.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.7 0.0 0.0 1.7 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.0 0.3 0.3 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.7 0.0 0.3 1.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.7 0.0 2.0 4.7 1.3 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 20.3 2.0 4.3 8.3 2.3 2.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 37.3 2.0 3.7 17.3 6.3 6.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 29.0 2.3 6.3 10.3 5.7 1.7 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 25.0 1.7 5.0 10.3 3.0 4.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.7 0.0 3.3 9.3 3.7 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 26.3 1.7 3.7 12.0 7.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 24.3 2.7 5.0 9.0 6.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 29.3 2.3 4.7 11.7 9.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 32.7 1.3 6.7 14.0 7.7 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 48.3 4.0 11.0 21.3 9.3 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 51.0 1.0 8.3 23.0 11.7 5.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 41.7 3.0 5.7 16.7 10.0 4.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 28.7 2.7 3.3 10.0 8.0 3.7 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8:00 PM 20.7 1.3 4.7 8.3 4.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 15.0 0.3 1.0 7.7 3.7 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 8.0 0.0 1.3 2.7 3.3 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.0 0.7 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 481.3 28.7 82.0 201.7 107.0 46.7 12.3 2.0 1.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.5 mph Minimum 1.0 mph Maximum 48.7 mph Pace Range 18.3 - 28.3 mph 990 vehicles (68.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.3 18.8 23.0 29.3 31.2 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 34.6% (499) 3.2% (46) 0.2% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1444 86 246 605 321 140 37 6 3 0 0 0 0 0 6.0% 17.0% 41.9% 22.2% 9.7% 2.6% 0.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 65 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.7 0.0 0.0 0.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.3 0.0 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.0 1.0 0.7 3.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 11.3 0.0 0.7 2.3 6.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 29.7 2.7 3.0 11.7 9.7 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 27.3 1.3 1.7 8.7 12.7 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 24.7 3.0 3.3 7.3 8.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 18.7 0.7 2.3 6.7 6.0 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 26.3 1.0 3.3 12.3 8.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 31.3 1.3 1.3 14.7 9.3 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 21.7 1.3 1.7 8.3 8.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 20.7 1.3 1.7 7.7 8.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 26.3 3.3 0.7 7.3 11.0 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 32.3 5.0 2.3 11.0 12.7 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 29.7 2.3 5.7 9.3 9.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 30.3 1.3 3.0 16.7 7.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 19.0 1.7 1.3 7.3 7.0 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 14.3 1.3 3.0 5.3 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 4.3 0.0 0.3 1.3 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.7 0.7 0.3 1.7 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.0 0.0 1.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 387.7 30.0 37.3 145.7 136.7 33.7 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.6 mph Minimum 1.0 mph Maximum 39.6 mph Pace Range 19.8 - 29.8 mph 853 vehicles (73.3%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.2 19.1 24.4 28.7 29.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 44.4% (516) 1.1% (13) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1163 90 112 437 410 101 13 0 0 0 0 0 0 0 7.7% 9.6% 37.6% 35.3% 8.7% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 66 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.7 0.0 0.0 0.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.3 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 2.7 0.3 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 3.0 0.0 0.0 2.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 2.7 0.7 0.3 0.3 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 10.7 1.0 1.0 5.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 23.0 0.0 2.7 7.0 7.7 5.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 50.0 4.7 7.3 20.0 12.0 5.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 64.7 3.3 5.3 26.0 19.0 9.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 53.7 5.3 9.7 17.7 14.3 3.7 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 43.7 2.3 7.3 17.0 9.0 6.7 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 11:00 AM 46.0 1.0 6.7 21.7 12.3 3.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 57.7 3.0 5.0 26.7 16.7 5.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 46.0 4.0 6.7 17.3 14.7 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 50.0 3.7 6.3 19.3 17.3 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 59.0 4.7 7.3 21.3 18.7 6.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 80.7 9.0 13.3 32.3 22.0 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 80.7 3.3 14.0 32.3 20.7 8.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 72.0 4.3 8.7 33.3 17.7 6.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 47.7 4.3 4.7 17.3 15.0 4.7 1.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8:00 PM 35.0 2.7 7.7 13.7 8.3 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 19.3 0.3 1.3 9.0 5.3 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 12.7 0.7 1.7 4.3 4.7 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 5.3 0.0 0.7 2.0 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 869.0 58.7 119.3 347.3 243.7 80.3 16.7 2.0 1.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.5 mph Minimum 1.0 mph Maximum 48.7 mph Pace Range 18.9 - 28.9 mph 1825 vehicles (70.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.2 18.9 23.6 29.0 30.4 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 38.9% (1015) 2.3% (59) 0.1% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2607 176 358 1042 731 241 50 6 3 0 0 0 0 0 6.8% 13.7% 40.0% 28.0% 9.2% 1.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1444 86 246 605 321 140 37 6 3 0 0 0 0 0 6.0% 17.0% 41.9% 22.2% 9.7% 2.6% 0.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 1163 90 112 437 410 101 13 0 0 0 0 0 0 0 7.7% 9.6% 37.6% 35.3% 8.7% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 67 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.0 0.0 0.0 0.0 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.3 0.0 0.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 2.7 0.0 0.0 1.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 8.7 0.0 1.0 4.0 2.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 14.3 2.0 2.3 7.3 1.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 20.7 2.0 4.7 8.3 3.7 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 18.7 2.3 5.0 7.3 2.7 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 15.3 0.7 3.0 6.3 3.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 17.3 0.3 2.7 7.7 6.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 18.3 1.0 4.7 9.7 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 23.7 2.3 2.7 11.7 5.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 30.0 2.0 7.7 9.0 8.0 3.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 44.0 1.7 6.7 19.3 9.3 6.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 41.3 2.0 3.7 18.3 12.7 4.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 38.0 4.0 5.3 15.0 10.0 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 28.0 1.7 1.3 11.3 10.3 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 22.3 0.7 1.0 12.0 7.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 16.7 1.0 3.3 7.0 4.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 14.3 0.3 4.0 7.0 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.3 0.3 0.7 3.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.0 0.0 0.3 1.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 386.3 24.7 61.3 167.3 96.7 32.0 3.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.2 mph Minimum 1.0 mph Maximum 43.9 mph Pace Range 18.6 - 28.6 mph 836 vehicles (72.1%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.1 18.7 23.3 28.4 29.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 34.1% (395) 1.1% (13) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1159 74 184 502 290 96 9 4 0 0 0 0 0 0 6.4% 15.9% 43.3% 25.0% 8.3% 0.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 68 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 4.7 0.7 0.0 1.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.0 0.3 0.3 4.0 6.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 29.7 3.0 3.7 9.3 12.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 24.7 3.3 3.0 7.7 8.7 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 22.3 1.3 6.0 8.7 4.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 21.3 2.3 3.7 8.7 5.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 18.7 1.7 2.7 7.3 6.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 19.0 1.3 2.3 6.3 7.0 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 21.7 2.7 4.0 9.0 5.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 14.3 2.0 3.0 5.7 2.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 32.7 6.7 5.0 8.3 10.3 1.7 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 4:00 PM 36.3 6.0 5.7 10.0 11.0 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 34.0 3.7 3.3 11.0 12.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 29.3 3.7 5.0 8.3 11.0 1.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 7:00 PM 14.3 1.0 1.0 6.3 5.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 13.7 1.0 2.0 6.3 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 10.7 0.0 1.3 5.3 2.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.7 0.0 0.7 1.7 1.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 0.0 0.3 1.3 1.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 372.0 40.7 53.7 128.0 118.0 27.3 3.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 Average (Mean) 22.8 mph Minimum 1.0 mph Maximum 48.2 mph Pace Range 19.4 - 29.4 mph 757 vehicles (67.8%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 14.0 17.1 23.7 28.4 29.6 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 39.9% (445) 1.1% (12) 0.2% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1116 122 161 384 354 82 11 0 2 0 0 0 0 0 10.9% 14.4% 34.4% 31.7% 7.3% 1.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 69 of 173 Street : Audrey Lane Site: 2809 Address : 15 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.0 0.0 0.0 0.0 0.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 0.3 0.3 0.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.0 0.0 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.3 0.7 0.0 3.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 21.7 0.3 1.3 8.0 8.3 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 44.0 5.0 6.0 16.7 13.3 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 45.3 5.3 7.7 16.0 12.3 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 41.0 3.7 11.0 16.0 7.0 2.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 36.7 3.0 6.7 15.0 8.7 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 36.0 2.0 5.3 15.0 12.3 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 37.3 2.3 7.0 16.0 9.3 2.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 45.3 5.0 6.7 20.7 10.3 2.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 44.3 4.0 10.7 14.7 10.7 4.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 76.7 8.3 11.7 27.7 19.7 8.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 4:00 PM 77.7 8.0 9.3 28.3 23.7 7.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 72.0 7.7 8.7 26.0 22.7 6.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 57.3 5.3 6.3 19.7 21.3 4.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 7:00 PM 36.7 1.7 2.0 18.3 13.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 30.3 2.0 5.3 13.3 8.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 25.0 0.3 5.3 12.3 5.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 10.0 0.3 1.3 5.0 2.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 6.0 0.0 0.7 2.3 1.3 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 758.3 65.3 115.0 295.3 214.7 59.3 6.7 1.3 0.7 0.0 0.0 0.0 0.0 0.0 Average (Mean) 23.0 mph Minimum 1.0 mph Maximum 48.2 mph Pace Range 18.6 - 28.6 mph 1585 vehicles (69.7%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 15.9 18.1 23.5 28.4 29.7 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 36.9% (840) 1.1% (25) 0.1% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2275 196 345 886 644 178 20 4 2 0 0 0 0 0 8.6% 15.2% 38.9% 28.3% 7.8% 0.9% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1159 74 184 502 290 96 9 4 0 0 0 0 0 0 6.4% 15.9% 43.3% 25.0% 8.3% 0.8% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 1116 122 161 384 354 82 11 0 2 0 0 0 0 0 10.9% 14.4% 34.4% 31.7% 7.3% 1.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 70 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.3 0.0 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.3 0.3 0.3 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.0 0.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 2.3 0.7 0.7 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 8.7 0.3 2.3 5.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 17.0 1.7 6.7 5.3 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 30.7 3.0 7.0 14.0 4.7 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 20.3 3.7 5.3 7.0 3.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 20.0 4.0 4.0 7.3 4.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 20.3 1.7 7.3 7.0 4.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 23.3 5.0 7.7 7.7 1.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 24.0 5.0 6.7 7.0 4.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 20.3 2.7 4.0 7.7 5.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 37.3 6.0 6.7 14.3 7.7 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 34.7 1.3 9.0 16.3 6.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 45.3 5.0 11.3 19.0 8.3 1.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 6:00 PM 23.7 3.7 6.7 8.0 5.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 26.7 3.3 3.7 12.3 7.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.3 2.0 4.7 5.3 2.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 14.0 2.3 3.7 5.0 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.0 2.3 0.7 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.3 1.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 397.0 54.7 100.7 152.3 72.7 12.7 3.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 Average (Mean) 20.9 mph Minimum 1.0 mph Maximum 46.7 mph Pace Range 16.2 - 26.2 mph 786 vehicles (66.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.4 15.3 21.4 26.3 27.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 22.5% (268) 1.0% (12) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1191 164 302 457 218 38 10 1 1 0 0 0 0 0 13.8% 25.4% 38.4% 18.3% 3.2% 0.8% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 71 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 3.0 0.3 1.0 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.7 0.3 0.3 1.7 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.0 1.0 3.7 4.3 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 25.3 2.7 4.7 11.3 5.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 27.3 3.7 7.0 10.0 4.7 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 24.3 3.3 5.7 8.7 4.3 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 15.0 4.0 0.7 6.7 2.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 24.0 5.3 6.0 8.0 3.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 26.0 4.0 6.7 11.7 3.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 28.0 5.7 7.0 6.0 6.3 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 24.7 4.0 5.0 8.0 7.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 41.3 5.3 9.0 14.7 8.7 2.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 34.3 5.0 6.7 10.7 9.3 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 40.0 5.7 10.0 14.7 7.7 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 34.0 7.0 8.0 9.0 7.3 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 22.0 2.3 4.0 9.3 5.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.7 2.7 3.7 5.7 2.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 13.0 2.0 4.0 2.3 3.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.3 1.7 1.3 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.0 0.3 0.3 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 423.3 66.7 95.3 146.0 88.7 21.0 5.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 21.3 mph Minimum 1.1 mph Maximum 42.2 mph Pace Range 16.8 - 26.8 mph 770 vehicles (60.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 12.8 14.8 21.8 27.5 28.7 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 27.2% (346) 1.3% (16) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1270 200 286 438 266 63 16 1 0 0 0 0 0 0 15.7% 22.5% 34.5% 20.9% 5.0% 1.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 72 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.3 0.3 1.3 1.3 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 2.3 0.7 0.7 0.0 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.0 0.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.3 0.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 6.0 1.0 1.0 2.0 1.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 21.7 1.3 6.0 9.7 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 42.3 4.3 11.3 16.7 8.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 58.0 6.7 14.0 24.0 9.3 3.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 44.7 7.0 11.0 15.7 7.3 2.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 35.0 8.0 4.7 14.0 7.0 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 44.3 7.0 13.3 15.0 7.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 49.3 9.0 14.3 19.3 4.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 52.0 10.7 13.7 13.0 11.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 45.0 6.7 9.0 15.7 13.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 78.7 11.3 15.7 29.0 16.3 4.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 69.0 6.3 15.7 27.0 15.7 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 85.3 10.7 21.3 33.7 16.0 2.0 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 6:00 PM 57.7 10.7 14.7 17.0 12.3 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 48.7 5.7 7.7 21.7 13.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 31.0 4.7 8.3 11.0 5.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 27.0 4.3 7.7 7.3 5.7 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 10.3 4.0 2.0 2.7 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.7 0.7 1.3 1.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 820.3 121.3 196.0 298.3 161.3 33.7 8.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 Average (Mean) 21.1 mph Minimum 1.0 mph Maximum 46.7 mph Pace Range 16.2 - 26.2 mph 1551 vehicles (63.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.1 15.1 21.6 27.1 28.3 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 24.9% (614) 1.1% (28) 0.0% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2461 364 588 895 484 101 26 2 1 0 0 0 0 0 14.8% 23.9% 36.4% 19.7% 4.1% 1.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1191 164 302 457 218 38 10 1 1 0 0 0 0 0 13.8% 25.4% 38.4% 18.3% 3.2% 0.8% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 1270 200 286 438 266 63 16 1 0 0 0 0 0 0 15.7% 22.5% 34.5% 20.9% 5.0% 1.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 73 of 173 Street : Audrey Lane Site: 4231 Address : 111 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.3 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.0 0.7 0.0 1.3 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 9.7 0.0 0.7 4.7 3.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 18.3 1.7 3.7 4.7 6.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 23.7 2.7 1.7 7.3 10.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 28.3 1.7 6.0 9.3 9.3 1.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 10:00 AM 19.7 4.0 6.0 5.0 3.3 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.0 1.7 4.7 9.3 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 23.7 2.7 7.3 6.0 6.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 22.7 4.3 6.0 7.0 4.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 29.7 6.3 6.7 10.3 5.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 30.0 4.3 6.3 10.7 8.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 43.0 11.0 9.0 15.0 6.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 41.0 6.0 7.0 18.0 8.0 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 33.3 2.7 7.0 9.3 11.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 28.7 2.0 6.3 10.3 7.0 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 17.0 2.3 1.3 5.3 7.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 13.7 2.0 5.0 3.3 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 7.3 0.3 1.3 3.7 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.7 0.3 0.3 0.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 418.7 56.7 87.0 143.3 106.0 22.7 2.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Average (Mean) 21.8 mph Minimum 1.0 mph Maximum 47.0 mph Pace Range 18.1 - 28.1 mph 817 vehicles (65.0%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 12.8 15.5 22.6 27.7 28.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 31.4% (395) 0.7% (9) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1256 170 261 430 318 68 8 0 1 0 0 0 0 0 13.5% 20.8% 34.2% 25.3% 5.4% 0.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 74 of 173 Street : Audrey Lane Site: 4231 Address : 111 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.0 0.0 0.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 6.3 1.0 0.3 2.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 10.0 0.0 1.0 2.0 4.0 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 24.3 2.0 2.7 11.3 6.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 25.3 2.0 5.3 9.0 7.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 25.0 2.3 5.0 8.7 6.3 2.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 20.3 2.3 4.0 7.3 4.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 29.0 5.3 3.7 11.0 7.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 30.7 4.0 6.3 12.7 6.3 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 26.0 5.0 4.3 9.3 5.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 20.0 2.3 4.3 7.3 4.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 33.7 3.0 6.0 13.3 8.3 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 33.7 5.3 8.0 9.7 8.3 1.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 38.0 6.3 10.7 11.0 7.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 35.7 3.3 7.7 13.3 9.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 23.7 1.7 3.7 9.7 5.7 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 19.7 3.3 3.3 8.7 3.0 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.0 1.0 1.7 2.7 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.0 0.3 2.0 1.3 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.7 1.0 0.3 1.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 423.3 51.7 81.3 154.3 103.0 26.7 5.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 22.0 mph Minimum 1.0 mph Maximum 41.7 mph Pace Range 17.2 - 27.2 mph 821 vehicles (64.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.7 16.1 22.5 27.8 29.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 32.1% (408) 1.3% (17) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1270 155 244 463 309 80 15 4 0 0 0 0 0 0 12.2% 19.2% 36.5% 24.3% 6.3% 1.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 75 of 173 Street : Audrey Lane Site: 4231 Address : 111 Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.7 0.0 0.3 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.7 0.0 0.7 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.0 0.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.0 0.0 0.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 9.3 1.7 0.3 4.0 2.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 19.7 0.0 1.7 6.7 7.7 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 42.7 3.7 6.3 16.0 13.0 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 49.0 4.7 7.0 16.3 17.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 53.3 4.0 11.0 18.0 15.7 4.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 10:00 AM 40.0 6.3 10.0 12.3 7.7 2.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 48.0 7.0 8.3 20.3 10.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 54.3 6.7 13.7 18.7 13.0 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 48.7 9.3 10.3 16.3 10.0 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 49.7 8.7 11.0 17.7 9.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 63.7 7.3 12.3 24.0 16.3 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 76.7 16.3 17.0 24.7 14.7 2.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 79.0 12.3 17.7 29.0 15.7 3.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 69.0 6.0 14.7 22.7 20.7 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 52.3 3.7 10.0 20.0 12.7 4.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 36.7 5.7 4.7 14.0 10.0 2.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 21.7 3.0 6.7 6.0 5.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 13.3 0.7 3.3 5.0 2.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 6.3 1.3 0.7 2.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 842.0 108.3 168.3 297.7 209.0 49.3 7.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 Average (Mean) 21.9 mph Minimum 1.0 mph Maximum 47.0 mph Pace Range 18.1 - 28.1 mph 1634 vehicles (64.7%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.3 15.8 22.6 27.8 28.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 31.8% (803) 1.0% (26) 0.0% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2526 325 505 893 627 148 23 4 1 0 0 0 0 0 12.9% 20.0% 35.4% 24.8% 5.9% 0.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1256 170 261 430 318 68 8 0 1 0 0 0 0 0 13.5% 20.8% 34.2% 25.3% 5.4% 0.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 1270 155 244 463 309 80 15 4 0 0 0 0 0 0 12.2% 19.2% 36.5% 24.3% 6.3% 1.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 76 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.3 0.0 0.3 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 0.3 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.3 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.7 0.3 0.3 0.7 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 8.7 0.3 2.3 2.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 14.7 1.3 3.3 3.7 5.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 20.0 2.7 2.7 6.0 7.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 17.3 2.3 3.7 6.3 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 20.7 1.3 3.3 9.3 5.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.3 2.7 3.7 6.7 5.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 18.7 1.7 7.7 6.3 2.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 23.7 3.0 3.7 8.7 6.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 28.3 6.0 3.7 6.3 9.0 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 44.0 6.3 10.0 12.0 13.3 2.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 4:00 PM 44.0 6.3 6.0 16.7 11.3 2.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 36.0 3.7 7.0 12.0 11.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 33.0 3.7 3.7 11.3 12.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 27.3 4.0 4.3 10.3 7.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.7 1.3 3.7 6.3 2.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 13.7 1.7 2.7 5.3 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 7.0 1.0 0.7 3.7 1.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.3 0.3 1.0 0.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 403.7 50.3 75.0 136.0 115.3 22.3 4.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 Average (Mean) 22.1 mph Minimum 1.0 mph Maximum 53.4 mph Pace Range 18.5 - 28.5 mph 788 vehicles (65.1%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.4 16.1 22.8 28.0 29.1 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 35.3% (427) 1.2% (14) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1211 151 225 408 346 67 12 1 0 1 0 0 0 0 12.5% 18.6% 33.7% 28.6% 5.5% 1.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 1 Page 77 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.7 0.3 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.0 0.7 1.0 2.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 12.7 0.7 1.0 4.7 4.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 27.0 2.7 6.0 10.0 6.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 21.0 1.7 2.3 8.0 5.3 3.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 9:00 AM 22.0 1.3 5.0 9.3 5.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 21.3 2.7 3.7 6.3 7.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 25.3 3.3 6.0 10.3 3.7 1.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 12:00 PM 19.0 2.3 3.3 9.7 2.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 25.0 1.7 4.7 10.3 6.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 18.7 3.7 5.3 5.0 4.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 31.0 8.7 6.0 8.3 6.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 37.3 5.3 7.0 12.7 9.3 2.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 41.0 10.0 7.0 12.0 10.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 42.0 5.0 11.0 16.7 8.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 22.3 2.3 5.0 8.3 6.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 15.7 1.7 4.7 6.0 2.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 14.3 1.3 1.7 6.7 3.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.7 1.0 1.3 1.0 1.0 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 0.3 0.3 1.3 0.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 416.7 56.7 83.0 149.3 97.7 24.7 4.7 0.0 0.3 0.3 0.0 0.0 0.0 0.0 Average (Mean) 21.8 mph Minimum 1.0 mph Maximum 55.0 mph Pace Range 18.1 - 28.1 mph 794 vehicles (63.5%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.5 15.5 22.5 27.7 28.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 30.6% (383) 1.3% (16) 0.2% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1250 170 249 448 293 74 14 0 1 1 0 0 0 0 13.6% 19.9% 35.8% 23.4% 5.9% 1.1% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 2 Page 78 of 173 Street : Audrey Lane Site: 000000202208 Address : 111 Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.3 0.3 0.0 0.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 2.0 0.0 0.3 0.3 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 0.3 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 10.7 1.0 1.3 3.0 4.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 21.3 1.0 3.3 7.3 7.7 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 41.7 4.0 9.3 13.7 12.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 41.0 4.3 5.0 14.0 13.0 4.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 9:00 AM 39.3 3.7 8.7 15.7 9.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 42.0 4.0 7.0 15.7 12.7 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 44.7 6.0 9.7 17.0 8.7 3.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 12:00 PM 37.7 4.0 11.0 16.0 4.7 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 48.7 4.7 8.3 19.0 13.0 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 47.0 9.7 9.0 11.3 13.3 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 75.0 15.0 16.0 20.3 19.3 4.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 4:00 PM 81.3 11.7 13.0 29.3 20.7 4.7 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 77.0 13.7 14.0 24.0 22.0 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 75.0 8.7 14.7 28.0 20.0 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 49.7 6.3 9.3 18.7 13.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 31.3 3.0 8.3 12.3 5.0 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 28.0 3.0 4.3 12.0 6.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 13.7 2.0 2.0 4.7 2.3 1.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 7.3 0.7 1.3 2.0 1.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 820.3 107.0 158.0 285.3 213.0 47.0 8.7 0.3 0.3 0.7 0.0 0.0 0.0 0.0 Average (Mean) 22.0 mph Minimum 1.0 mph Maximum 55.0 mph Pace Range 18.1 - 28.1 mph 1580 vehicles (64.2%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 13.5 15.8 22.7 27.8 29.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 32.9% (810) 1.2% (30) 0.1% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2461 321 474 856 639 141 26 1 1 2 0 0 0 0 13.0% 19.3% 34.8% 26.0% 5.7% 1.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Southbound 1211 151 225 408 346 67 12 1 0 1 0 0 0 0 12.5% 18.6% 33.7% 28.6% 5.5% 1.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% Northbound 1250 170 249 448 293 74 14 0 1 1 0 0 0 0 13.6% 19.9% 35.8% 23.4% 5.9% 1.1% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 3 Page 79 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Eastbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 3.3 1.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.3 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 4.3 1.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 13.0 8.7 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 16.0 8.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 21.7 10.0 11.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 18.7 12.0 6.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 18.7 11.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 22.3 17.0 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 24.0 14.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 28.0 19.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 22.7 15.7 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 41.7 25.3 16.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 32.3 18.0 14.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 42.3 26.3 15.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 33.3 23.3 9.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 24.3 15.3 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 17.7 10.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 12.3 6.0 6.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.3 2.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 404.3 245.7 156.0 2.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 14.0 mph Minimum 1.1 mph Maximum 32.6 mph Pace Range 8.7 - 18.7 mph 1122 vehicles (92.5%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.4 11.3 14.1 16.7 17.3 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.1% (1) 0% (0) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Eastbound 1213 737 468 7 0 1 0 0 0 0 0 0 0 0 60.8% 38.6% 0.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 80 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Westbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.3 4.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 10.7 6.3 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 19.7 10.3 9.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 22.3 17.0 4.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 22.0 15.0 6.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 22.0 15.7 5.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 17.3 13.0 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 20.3 17.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 19.0 15.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 21.0 14.0 6.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 32.0 24.3 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 35.0 27.7 5.7 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 39.7 27.3 12.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 26.0 16.0 9.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 21.0 13.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 14.0 10.0 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 11.0 6.7 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.0 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.0 1.0 1.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 369.7 260.0 102.7 6.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 13.4 mph Minimum 1.0 mph Maximum 25.5 mph Pace Range 8.5 - 18.5 mph 1004 vehicles (90.5%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 9.7 10.5 13.7 16.2 16.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.2% (2) 0% (0) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Westbound 1109 780 308 19 2 0 0 0 0 0 0 0 0 0 70.3% 27.8% 1.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 81 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.0 1.3 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 2.3 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.3 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 9.7 6.0 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 23.7 15.0 8.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 35.7 18.3 17.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 44.0 27.0 16.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 40.7 27.0 13.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 40.7 26.7 13.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 39.7 30.0 9.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 44.3 31.3 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 47.0 34.0 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 43.7 29.7 13.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 73.7 49.7 23.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 67.3 45.7 20.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 82.0 53.7 27.3 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 59.3 39.3 18.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 45.3 28.3 17.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 31.7 20.0 11.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 23.3 12.7 10.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 8.3 5.7 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 1.7 2.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 774.0 505.7 258.7 8.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 13.7 mph Minimum 1.0 mph Maximum 32.6 mph Pace Range 8.7 - 18.7 mph 2123 vehicles (91.4%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.1 11.0 14.0 16.5 17.1 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.1% (3) 0% (0) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2322 1517 776 26 2 1 0 0 0 0 0 0 0 0 65.3% 33.4% 1.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Eastbound 1213 737 468 7 0 1 0 0 0 0 0 0 0 0 60.8% 38.6% 0.6% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Westbound 1109 780 308 19 2 0 0 0 0 0 0 0 0 0 70.3% 27.8% 1.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 82 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Road Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Eastbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 6.7 4.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 10.0 3.7 6.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 14.7 7.0 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 23.7 15.0 8.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 22.0 16.3 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 19.3 7.7 11.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 26.7 15.7 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 29.0 19.3 9.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 1:00 PM 24.3 15.3 8.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 21.0 14.3 6.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 33.7 17.7 15.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 35.0 19.7 15.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 37.7 22.0 14.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 35.7 21.7 13.3 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 22.0 13.3 8.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 20.7 13.3 7.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 7.0 3.3 3.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.0 4.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 4.0 2.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 401.0 238.0 157.7 4.3 0.0 0.3 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 Average (Mean) 14.3 mph Minimum 1.0 mph Maximum 55.2 mph Pace Range 9.3 - 19.3 mph 1115 vehicles (92.7%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.5 11.7 14.4 16.9 17.4 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.2% (3) 0.2% (2) 0.1% (1) 0.1% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Eastbound 1203 714 473 13 0 1 0 1 0 0 1 0 0 0 59.4% 39.3% 1.1% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 1 Page 83 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Road Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Westbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.3 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 7.3 5.0 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 9.7 6.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 21.3 8.7 12.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 21.3 11.3 9.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 20.7 15.7 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 16.0 11.0 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 14.3 8.7 5.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 20.7 15.0 5.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 20.0 16.0 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 27.3 20.7 6.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 25.0 16.3 8.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 37.0 27.3 9.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 31.0 20.7 10.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 25.3 19.0 5.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 21.0 16.3 4.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 13.3 9.0 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 8.0 4.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 5.0 3.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.0 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 350.3 237.7 104.7 6.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 13.6 mph Minimum 1.0 mph Maximum 32.1 mph Pace Range 8.3 - 18.3 mph 958 vehicles (91.2%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.2 11.1 13.8 16.4 16.9 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.4% (4) 0% (0) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Westbound 1051 713 314 20 3 1 0 0 0 0 0 0 0 0 67.8% 29.9% 1.9% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 84 of 173 Street : Connie Lane Site: 2810 Cross Street : E. Meier Road Tuesday, 5/27/2025 12:00 AM - Engineer : LJF Friday, 5/30/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 0.3 1.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 14.0 9.3 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 19.7 9.7 9.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 36.0 15.7 20.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 45.0 26.3 18.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 42.7 32.0 10.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 35.3 18.7 16.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 41.0 24.3 16.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 49.7 34.3 14.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 1:00 PM 44.3 31.3 11.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 48.3 35.0 13.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 58.7 34.0 23.7 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 72.0 47.0 24.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 68.7 42.7 24.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 61.0 40.7 19.0 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 43.0 29.7 13.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 34.0 22.3 11.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 15.0 8.0 6.3 0.3 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 11.0 7.7 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 6.0 3.7 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 751.3 475.7 262.3 11.0 1.0 0.7 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 Average (Mean) 13.9 mph Minimum 1.0 mph Maximum 55.2 mph Pace Range 8.7 - 18.7 mph 2069 vehicles (91.8%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.4 11.4 14.1 16.7 17.2 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.3% (7) 0.1% (2) 0.0% (1) 0.0% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2254 1427 787 33 3 2 0 1 0 0 1 0 0 0 63.3% 34.9% 1.5% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Eastbound 1203 714 473 13 0 1 0 1 0 0 1 0 0 0 59.4% 39.3% 1.1% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% Westbound 1051 713 314 20 3 1 0 0 0 0 0 0 0 0 67.8% 29.9% 1.9% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 85 of 173 Street : Connie Site: 2810 Cross Street : E. of Meier Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Eastbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.7 2.3 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 15.7 9.3 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 14.3 7.3 6.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 14.7 6.7 7.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 9:00 AM 20.7 12.0 8.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 19.0 10.3 8.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 22.7 10.7 11.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 22.0 11.7 10.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 25.0 12.3 12.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 21.0 12.0 8.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 33.0 15.7 17.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 39.3 21.0 18.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 5:00 PM 41.3 22.3 18.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 37.0 15.7 21.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 24.3 14.7 8.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 8:00 PM 21.3 12.3 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 13.0 7.0 5.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 6.7 3.0 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 5.0 2.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 404.0 208.7 189.3 5.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 Average (Mean) 14.7 mph Minimum 1.0 mph Maximum 59.5 mph Pace Range 9.2 - 19.2 mph 1135 vehicles (93.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 11.2 12.2 14.9 17.2 17.7 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.2% (3) 0.2% (3) 0.2% (3) 0.1% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Eastbound 1212 626 568 15 0 0 0 0 0 2 1 0 0 0 51.7% 46.9% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 1 Page 86 of 173 Street : Connie Site: 2810 Cross Street : E. of Meier Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Westbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.0 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 4.7 3.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 12.3 5.7 6.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 18.0 11.7 5.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 17.3 9.7 7.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 17.0 11.3 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 15.0 8.7 6.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.0 12.3 5.3 1.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 12:00 PM 18.3 14.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 1:00 PM 23.3 15.0 7.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 26.3 15.3 10.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 42.3 30.0 12.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 37.7 29.0 8.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 30.7 20.7 9.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 28.7 21.3 7.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 24.7 16.7 7.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 10.7 7.7 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 11.0 7.3 3.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.0 3.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.3 1.0 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 367.3 245.0 114.3 6.7 0.7 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 Average (Mean) 13.6 mph Minimum 1.0 mph Maximum 53.4 mph Pace Range 9.2 - 19.2 mph 984 vehicles (89.3%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.0 11.1 13.9 16.5 17.2 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.4% (4) 0.2% (2) 0.2% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Westbound 1102 735 343 20 2 0 0 0 0 2 0 0 0 0 66.7% 31.1% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 2 Page 87 of 173 Street : Connie Site: 2810 Cross Street : E. of Meier Tuesday, 6/3/2025 12:00 AM - Engineer : LJF Friday, 6/6/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.3 0.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.0 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.7 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 10.3 5.7 4.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 28.0 15.0 13.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 32.3 19.0 12.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 32.0 16.3 15.0 0.3 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 9:00 AM 37.7 23.3 14.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 34.0 19.0 14.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 41.7 23.0 17.0 1.3 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 12:00 PM 40.3 25.7 14.0 0.3 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 1:00 PM 48.3 27.3 20.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 47.3 27.3 18.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 75.3 45.7 29.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 77.0 50.0 26.3 0.0 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 5:00 PM 72.0 43.0 28.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 65.7 37.0 28.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 49.0 31.3 15.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 8:00 PM 32.0 20.0 11.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 24.0 14.3 9.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 10.7 6.0 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 8.3 3.0 5.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 771.3 453.7 303.7 11.7 0.7 0.0 0.0 0.0 0.0 1.3 0.3 0.0 0.0 0.0 Average (Mean) 14.2 mph Minimum 1.0 mph Maximum 59.5 mph Pace Range 9.2 - 19.2 mph 2119 vehicles (91.6%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 10.7 11.5 14.5 17.0 17.5 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 0.3% (7) 0.2% (5) 0.2% (5) 0.0% (1) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2314 1361 911 35 2 0 0 0 0 4 1 0 0 0 58.8% 39.4% 1.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Eastbound 1212 626 568 15 0 0 0 0 0 2 1 0 0 0 51.7% 46.9% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% Westbound 1102 735 343 20 2 0 0 0 0 2 0 0 0 0 66.7% 31.1% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 3 Page 88 of 173 Street : Hatlen Avenue Site: 0000202207 Address : 16 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Southbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 3.0 0.0 0.0 1.3 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.0 0.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 1.0 0.0 0.0 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 5.3 0.7 0.7 1.7 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 14.7 0.3 1.3 5.7 5.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 27.7 3.3 0.0 8.0 12.0 4.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 13.7 3.0 2.0 4.3 3.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 15.3 1.0 0.7 5.7 5.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 15.0 1.3 1.0 6.7 3.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 19.7 1.3 2.7 7.0 5.0 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 21.3 2.3 2.0 8.7 5.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 20.0 2.7 2.7 7.0 5.7 1.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 42.7 4.7 5.0 9.3 13.3 6.7 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 33.0 3.3 5.7 9.3 9.0 4.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 34.0 2.3 4.7 11.3 13.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 30.0 2.3 4.3 8.3 12.3 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 17.0 0.7 1.0 5.3 7.3 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 16.7 0.7 1.3 3.0 8.3 2.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 16.0 2.0 1.3 5.7 5.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.7 0.0 0.3 0.7 2.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 7.0 0.0 0.0 1.0 3.7 2.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 361.0 32.0 37.3 112.0 125.0 45.3 8.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 Average (Mean) 24.1 mph Minimum 1.0 mph Maximum 42.7 mph Pace Range 20.0 - 30.0 mph 718 vehicles (66.3%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 15.7 18.5 25.0 30.0 31.3 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 49.8% (539) 2.6% (28) 0% (0) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Southbound 1083 96 112 336 375 136 24 4 0 0 0 0 0 0 8.9% 10.3% 31.0% 34.6% 12.6% 2.2% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 89 of 173 Street : Hatlen Avenue Site: 0000202207 Address : 16 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Northbound mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 1.7 0.3 0.3 0.3 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 4.0 0.0 0.0 0.7 2.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 14.0 0.0 1.0 3.7 5.7 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 28.3 2.0 2.3 8.3 6.3 7.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 41.3 2.3 2.3 12.0 15.0 8.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 28.0 4.3 2.0 5.3 9.3 6.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 15.3 0.7 2.0 3.7 5.0 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 16.3 0.7 2.0 2.7 6.3 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 22.3 0.3 0.3 5.7 12.0 3.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 18.3 3.3 1.3 4.3 4.3 3.0 1.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 2:00 PM 17.7 1.0 1.7 6.0 6.3 1.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 25.0 1.0 1.0 7.3 8.0 6.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 25.3 2.0 1.0 5.7 12.7 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 22.7 1.7 1.3 4.0 9.3 5.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 24.0 0.7 1.3 7.0 11.0 3.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 15.7 0.7 0.7 2.3 8.3 3.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8:00 PM 14.7 0.3 1.3 3.3 5.3 4.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 6.3 0.0 0.0 2.7 3.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 3.0 0.0 0.3 0.3 1.3 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 2.3 0.0 0.0 0.7 0.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 349.0 21.7 22.7 86.7 132.3 70.0 13.7 1.3 0.3 0.3 0.0 0.0 0.0 0.0 Average (Mean) 26.0 mph Minimum 1.1 mph Maximum 53.0 mph Pace Range 22.0 - 32.0 mph 717 vehicles (68.5%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 18.8 20.7 26.6 31.4 32.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 62.5% (654) 4.4% (46) 0.2% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Northbound 1047 65 68 260 397 210 41 4 1 1 0 0 0 0 6.2% 6.5% 24.8% 37.9% 20.1% 3.9% 0.4% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 2 Page 90 of 173 Street : Hatlen Avenue Site: 0000202207 Address : 16 Tuesday, 5/20/2025 12:00 AM - Engineer : LJF Friday, 5/23/2025 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 4.7 0.3 0.3 1.7 1.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 1.7 0.3 0.3 0.0 0.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 1.0 0.0 0.3 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 0.0 0.0 1.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 1.3 0.0 0.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 5.0 0.0 0.0 1.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 19.3 0.7 1.7 5.3 7.3 3.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 43.0 2.3 3.7 14.0 12.0 8.7 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 69.0 5.7 2.3 20.0 27.0 12.0 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 41.7 7.3 4.0 9.7 12.7 7.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 30.7 1.7 2.7 9.3 10.7 5.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 31.3 2.0 3.0 9.3 10.0 6.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 42.0 1.7 3.0 12.7 17.0 7.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 39.7 5.7 3.3 13.0 10.0 5.7 1.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 2:00 PM 37.7 3.7 4.3 13.0 12.0 3.0 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 67.7 5.7 6.0 16.7 21.3 13.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 58.3 5.3 6.7 15.0 21.7 8.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 56.7 4.0 6.0 15.3 22.7 7.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 54.0 3.0 5.7 15.3 23.3 6.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 32.7 1.3 1.7 7.7 15.7 5.7 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8:00 PM 31.3 1.0 2.7 6.3 13.7 6.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 22.3 2.0 1.3 8.3 8.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 7.7 0.0 0.7 1.0 3.7 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 9.3 0.0 0.0 1.7 4.3 2.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 710.0 53.7 60.0 198.7 257.3 115.3 21.7 2.7 0.3 0.3 0.0 0.0 0.0 0.0 Average (Mean) 25.0 mph Minimum 1.0 mph Maximum 53.0 mph Pace Range 21.3 - 31.3 mph 1422 vehicles (66.8%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 17.3 19.7 25.8 30.9 32.3 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 56.0% (1193) 3.5% (74) 0.1% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2130 161 180 596 772 346 65 8 1 1 0 0 0 0 7.6% 8.5% 28.0% 36.2% 16.2% 3.1% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Southbound 1083 96 112 336 375 136 24 4 0 0 0 0 0 0 8.9% 10.3% 31.0% 34.6% 12.6% 2.2% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Northbound 1047 65 68 260 397 210 41 4 1 1 0 0 0 0 6.2% 6.5% 24.8% 37.9% 20.1% 3.9% 0.4% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 3 Page 91 of 173 Street : S. Hatlen Avenue Site: 2809 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages SB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 0.7 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 0.3 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 0.7 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 0.7 0.0 0.0 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 3.3 0.0 0.0 0.7 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 20.0 1.0 0.7 7.0 6.7 3.0 1.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 8:00 AM 21.3 0.3 1.7 6.0 8.0 5.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9:00 AM 14.7 0.3 1.7 3.7 4.3 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 17.3 1.7 2.7 3.7 3.3 5.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 19.7 1.3 1.0 3.0 8.3 3.0 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 17.7 0.7 1.7 3.3 5.7 5.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 18.3 0.7 1.7 3.3 4.7 5.7 1.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 2:00 PM 19.3 1.7 0.3 3.3 6.7 5.3 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 40.3 1.3 2.0 8.7 13.0 12.7 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 PM 35.7 1.0 1.3 6.7 15.3 9.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 28.0 0.0 0.7 5.0 12.3 8.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 25.0 0.7 1.3 5.7 9.7 4.7 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 23.3 0.0 1.0 6.7 11.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 20.0 0.0 0.3 6.7 7.7 4.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 12.3 0.3 0.3 3.0 6.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 7.0 0.0 0.0 1.0 4.7 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 1.7 0.0 0.0 0.3 0.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 348.3 11.0 18.3 78.3 131.0 87.3 17.7 4.0 0.7 0.0 0.0 0.0 0.0 0.0 Average (Mean) 27.2 mph Minimum 1.2 mph Maximum 47.8 mph Pace Range 23.1 - 33.1 mph 723 vehicles (69.2%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 20.6 22.1 27.4 32.7 33.8 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 69.0% (721) 6.4% (67) 0.2% (2) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 SB 1045 33 55 235 393 262 53 12 2 0 0 0 0 0 3.2% 5.3% 22.5% 37.6% 25.1% 5.1% 1.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1 Page 92 of 173 Street : S. Hatlen Avenue Site: 2809 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages NB mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.0 0.3 0.0 0.0 0.7 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 1.7 0.0 0.0 0.0 0.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 2.3 0.0 0.0 0.3 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.0 0.0 0.0 0.7 1.7 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 10.7 0.0 0.7 1.0 5.0 3.7 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 40.0 1.0 0.7 6.3 13.7 13.3 4.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 8:00 AM 38.0 1.0 3.7 4.0 11.0 12.7 4.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 9:00 AM 19.0 0.7 0.7 3.0 5.7 7.3 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 14.3 0.7 1.7 3.7 3.7 3.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 11.0 0.3 1.0 1.7 5.0 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 13.7 0.0 0.3 2.7 4.3 5.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 15.3 0.7 0.3 1.7 6.0 5.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 PM 17.3 0.0 0.3 1.7 4.7 8.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 20.7 0.0 0.0 3.0 6.0 8.7 2.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 4:00 PM 28.0 2.0 0.7 6.7 8.0 9.3 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 26.7 0.7 0.7 3.3 9.7 9.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 22.0 0.3 0.3 3.0 8.7 7.7 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 17.0 0.0 1.0 4.7 8.3 2.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 6.7 0.3 0.0 1.0 3.0 1.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 7.7 0.3 0.7 1.7 2.7 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 4.7 0.7 0.0 0.3 2.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 1.3 0.0 0.0 0.0 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 323.3 9.0 12.7 50.3 113.3 105.7 28.3 3.3 0.7 0.0 0.0 0.0 0.0 0.0 Average (Mean) 28.5 mph Minimum 1.0 mph Maximum 45.7 mph Pace Range 23.9 - 33.9 mph 673 vehicles (69.4%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 22.1 23.3 29.1 33.7 35.0 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 77.5% (752) 10.0% (97) 0.1% (1) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 NB 970 27 38 151 340 317 85 10 2 0 0 0 0 0 2.8% 3.9% 15.6% 35.1% 32.7% 8.8% 1.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2 Page 93 of 173 Street : S. Hatlen Avenue Site: 2809 Address : 16 Tuesday, 9/12/2023 12:00 AM - Engineer : LJF Friday, 9/15/2023 12:00 AM Speed Grand Totals Hourly Averages Combined mph 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 12:00 AM 2.7 0.3 0.0 0.0 0.7 0.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1:00 AM 0.7 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2:00 AM 0.7 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 AM 2.0 0.0 0.0 0.0 0.7 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4:00 AM 3.0 0.0 0.0 0.7 1.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5:00 AM 3.7 0.0 0.0 0.7 1.7 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 AM 14.0 0.0 0.7 1.7 7.3 4.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 7:00 AM 60.0 2.0 1.3 13.3 20.3 16.3 5.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 8:00 AM 59.3 1.3 5.3 10.0 19.0 17.7 5.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 9:00 AM 33.7 1.0 2.3 6.7 10.0 12.0 1.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10:00 AM 31.7 2.3 4.3 7.3 7.0 9.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 11:00 AM 30.7 1.7 2.0 4.7 13.3 5.0 3.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 12:00 PM 31.3 0.7 2.0 6.0 10.0 10.0 2.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 1:00 PM 33.7 1.3 2.0 5.0 10.7 11.0 2.7 0.7 0.3 0.0 0.0 0.0 0.0 0.0 2:00 PM 36.7 1.7 0.7 5.0 11.3 13.7 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3:00 PM 61.0 1.3 2.0 11.7 19.0 21.3 5.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 4:00 PM 63.7 3.0 2.0 13.3 23.3 18.7 3.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 5:00 PM 54.7 0.7 1.3 8.3 22.0 17.7 4.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6:00 PM 47.0 1.0 1.7 8.7 18.3 12.3 3.3 1.7 0.0 0.0 0.0 0.0 0.0 0.0 7:00 PM 40.3 0.0 2.0 11.3 19.7 7.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8:00 PM 26.7 0.3 0.3 7.7 10.7 5.7 1.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 9:00 PM 20.0 0.7 1.0 4.7 9.0 4.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10:00 PM 11.7 0.7 0.0 1.3 7.3 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11:00 PM 3.0 0.0 0.0 0.3 1.3 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Daily Average 671.7 20.0 31.0 128.7 244.3 193.0 46.0 7.3 1.3 0.0 0.0 0.0 0.0 0.0 Average (Mean) 27.8 mph Minimum 1.0 mph Maximum 47.8 mph Pace Range 23.1 - 33.1 mph 1385 vehicles (68.7%) Percentile Speeds 10% 15% 50% 85% 90% (mph) 21.0 22.8 28.2 33.2 34.4 Speeds Exceeded 25 mph 35 mph 45 mph 55 mph 65 mph 75 mph 73.1% (1473) 8.1% (164) 0.1% (3) 0% (0) 0% (0) 0% (0) Study Grand Totals 0- 15 - 20 - 25 - 30 - 35 - 40 - 45 - 50 - 55 - 60 - 65 - 70 - Total < 15 < 20 < 25 < 30 < 35 < 40 < 45 < 50 < 55 < 60 < 65 < 70 < 200 Combined 2015 60 93 386 733 579 138 22 4 0 0 0 0 0 3.0% 4.6% 19.2% 36.4% 28.7% 6.8% 1.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% SB 1045 33 55 235 393 262 53 12 2 0 0 0 0 0 3.2% 5.3% 22.5% 37.6% 25.1% 5.1% 1.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% NB 970 27 38 151 340 317 85 10 2 0 0 0 0 0 2.8% 3.9% 15.6% 35.1% 32.7% 8.8% 1.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 3 Page 94 of 173  Mount Prospect Public Works Department INTEROFFICE MEMORANDUM TO: DIRECTOR OF PUBLIC WORKS FROM: PROJECT ENGINEER DATE: July 24, 2025 FNSP – HATLEN HEIGHTS – PRELIMINARY PLANS AND TEMPORARY MEASURES SUBJECT: PUBLIC OUTREACH SUMMARY This memo summarizes the comments received as part of the second public outreach and the traffic calming trial. The second public outreach presented the preliminary plan to the public. Comments on that plan were used to develop the traffic calming trial. All comments will be used to revise the preliminary plan in order to develop the final traffic calming proposal. Initial Public Outreach The Village sent out an initial public outreach in November of 2024. This was to solicit input on existing traffic issues on the street and potential traffic calming measures. The results of that survey are presented in a sperate memo. While Staff considered all survey responses as alternative designs were developed, below are themes that were mentioned in multiple comments that were focused on:  Reducing vehicle speeds  Reducing “cut-through” traffic  Increasing pedestrian safety at intersections  Increasing stop sign compliance 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 95 of 173 Page 2 of 6 FNSP – Hatlen Heights – Second Public Outreach and Traffic Calming Trial Comments Summary July 24, 2025 Preliminary Plan and Second Public Outreach The results of the first survey were used to develop alternatives and ultimately the preliminary design. How this design was developed is highlighted in the Alternatives Analysis Memo. The preliminary alternative was then sent out to all residents in Hatlen Heights study area in February of 2025 as part of the second public outreach to solicit feedback on the initial design (attached). Residents were also invited to the Transportation Safety Commission Meeting (TSC) on March 10th to learn more about the project and provide comments. This TSC meeting was used as the “on-site” meeting as outlined in the Friendly Neighborhood Streets Program. The second public outreach was sent out via mail on February 18 th, 2025 and included the preliminary plan and a survey seeking feedback on the preliminary plan. The survey was open until Friday March 14th, 2025. The letter was sent to 147 addresses. Surveys from 24 addresses were returned, all of which were from within the study area. Addresses where multiple responses were received were combined and considered one response to the survey. This is a 16% return rate, slighter lower than the 20% return rate from the first public outreach. The number of surveys sent out was slightly increased due to Meier Road north of Lincoln Street being added to the study limits. This survey included all open-ended questions, the below paragraphs will summarize the responses. Full responses are attached to this memo, addresses and other identifying information have been redacted to respect individual respondents’ privacy. The goal of this public outreach was to solicit feedback on the preliminary proposal in order to make revisions for the traffic calming trial. Therefore, yes or no votes on the study as a whole were not sought at this point. The next public outreach will include a ballot where the public can express their opinion on the revised design. The first question on the survey was to submit an address so Staff could track comments. All responses were from within the study limits. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 96 of 173 Page 3 of 6 FNSP – Hatlen Heights – Second Public Outreach and Traffic Calming Trial Comments Summary July 24, 2025 The second item stated, “Provide any comments regarding the preferred alternative as proposed”. Comments were varied on the preferred alternative and depended on the location of the commentor. In general, below are some of the responses to the first question:  7 residents did not think the proposed measures would be effective  5 residents were concerned over how measures would affect maintenance operations  5 residents were for the traffic calming measures as proposed  3 residents were concerned about the loss of parking  2 residents liked the mini traffic circles but not the median islands  1 resident requested traffic calming measures be as visible as possible  1 resident did not like the mini traffic circles The third and fourth items in the survey were similar, therefore responses were combined. The third item stated, “Provide any suggestions for changes to the preferred alternative”, and the fourth item stated, “Provide other ideas for traffic calming”. Resident suggestions are below:  6 residents said road closures should be considered  6 residents requested stop signs  5 residents requested additional police enforcement  3 residents requested speed bumps  3 residents requested speed enforcement cameras The fifth item allowed residents to provide additional comments regarding the study. A summary of comments that were unrelated to other questions on the survey are below:  3 residents indicated something needed to be done, but did not think the proposed plan would be effective  1 resident indicated nothing needed to be done  1 resident was concerned about changes impacting other streets in the neighborhood  1 resident was concerned over large vehicle access 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 97 of 173 Page 4 of 6 FNSP – Hatlen Heights – Second Public Outreach and Traffic Calming Trial Comments Summary July 24, 2025 Transportation Safety Commission Meeting 1 The comment period was open until the Friday after the Transportation Safety Commission meeting on March 10th. At the meeting, the project was presented to the Transportation Safety Commission, including a project background and next steps. Meeting minutes are attached to the memo. After the presentation residents had the opportunity to comment, below is a summary of comments during the meeting:  There was concern raised by residents over how mini-traffic circles would function and how drivers would know how to navigate them.  Parking concerns were raised over the impact the proposed traffic calming measures would have on street parking.  It was mentioned the only way to remove cut-through traffic on the streets would be to dead end multiple streets in the neighborhood.  There was a comment that parked cars on the street have a traffic calming effect.  There was concern over the possibility of driver’s hitting the traffic calming measures, causing damage to vehicles.  A resident wanted to make sure traffic calming measures as proposed would not shift traffic to other streets in the neighborhood.  The initial design would prohibit parking on Connie Lane between Meier Road and Audrey Lane. There was concern that there is not sidewalk access along the east side of Meier Road. As a result of the second public outreach, the following changes were made prior to the temporary traffic calming measures being installed:  The median island on Connie Lane between Meier Road and Audrey Lane was removed and replaced with pavement markings and a striped parking lane on the north side. No parking is allowed on the south side. This preserves parking access for homes fronting Connie Lane while still providing a traffic calming effect on the block.  The size of the median islands were reduced to decrease impacts to residents while maintaining traffic calming effects. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 98 of 173 Page 5 of 6 FNSP – Hatlen Heights – Second Public Outreach and Traffic Calming Trial Comments Summary July 24, 2025 Temporary Traffic Calming Measures Staff sent out Resident Information Bulletin 3 on May 12, 2025 (attached to the memo). This bulletin informed residents that temporary traffic calming measures would be installed soon and solicited feedback on the traffic calming trial. The comment period was open until Friday June 6th and comments could be sent directly to Public Works, there was not a formal survey as part of the traffic calming trial. The temporary measures consisted of cones, plastic bollards, rubber curbs, pavement markings and parking restrictions. They were installed on Monday May 19 th and removed on Friday June 6th. Plans for the temporary traffic calming measures are attached to this memo. This memo does not include an analysis of the effect of the traffic calming trial or observations by staff. This memo summarizes public feedback on the traffic calming trial. Results of the trial are included in the memo regarding the revised design. A total of 36 comments were received on the traffic calming trial, most from residents within the study area. 4 of the comments were generally in favor or some of all of the proposed traffic calming measures, 29 were against the traffic calming measures and 3 were general comments. Full text of the comments received are attached to the memo. In general, residents were concerned that the impact to residents living in the neighborhood was too great for the perceived impact the traffic calming trial was having on vehicle speed. Additionally, residents noted that traffic calming trial appeared to not be reducing the volume of traffic on the street. Suggestions were made that were consistent with the responses to the preliminary plan, including road closures, stop signs, speed enforcement signs and that the traffic issues in the neighborhood were not great enough to warrant the trialed traffic calming measures. 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 99 of 173 Page 6 of 6 FNSP – Hatlen Heights – Second Public Outreach and Traffic Calming Trial Comments Summary July 24, 2025 Summary While Staff will consider all comments submitted, the general theme from comments received was that the impact the trialed traffic calming measures had on vehicle speed was not great enough to justify the impacts the traffic calming measures had on residents in the neighborhood. The next step of the process is to develop the revised design based on resident input and the results of the traffic calming trial. Staff will consider resident comments when revising the design and will present the revised design to residents through a future mailing and Transportation Safety Commission meeting. Luke Foresman, PE Project Engineer Attachments:  Second Resident Information Bulletin  Preliminary Design  Survey Response Data (without addresses listed)  March 10, 2025 Transportation Safety Commission Minutes  Third Resident Information Bulletin  Traffic Calming Trial Plan  Traffic Calming Trial Responses (without addresses listed) 1700 West Central Road, Mount Prospect, IL 60056 847-870-5640 publicworksdept@mountprospect.org Page 100 of 173  Resident Information Bulletin #2 Village of Mount Prospect Public Works Department Hatlen Heights Neighborhood Traffic Calming Study FEBRUARY 2025 INTRODUCTION: The Village is conducting a traffic calming study within the Hatlen Heights Neighborhood on Audrey Lane, Hatlen Avenue, Connie Lane and Bonita Avenue and is seeking your input on the preliminary preferred alternative that the Engineering Division developed based on resident surveys that were sent out late last year. Last year, the Village initiated a traffic calming study for the neighborhood based on a petition submitted by residents. Traffic calming is infrastructure designed to slow vehicle speeds or reduce the number of vehicles on a neighborhood street to increase safety for all users. PRELIMINARY PREFERRED ALTERNATIVE: The Engineering Division evaluated options and developed a preferred alternative for traffic calming measures within the neighborhood. The preferred alternative includes median islands and mini-traffic circles to slow drivers and increase safety for all users. A memo describing the preferred alternative and plans for the preferred alternative are available on the project website, see below. If you would like a hard copy of the memo and plans, please reach out to Public Works via phone at 847-870-5640 or via email at publicworksdept@mountprospect.org and we will be happy to provide the documents. TRAFFIC CALMING PROCESS: We are currently at step 8, Second Public Outreach, of the traffic calming process. See timeline to the right. PUBLIC INPUT A comment form is available on the study website to provide input on the initial preferred alternative. Please use the QR code below or search “Hatlen Heights” on the Village website to find the study website. Additionally, public comments can be submitted to Public Works by using the enclosed comment form and mailing it to or dropping off at Public Works, Attn: Luke Foresman, 1700 West Central Road, Mount Prospect, IL 60056. Residents can also submit comments by phone at (847) 870-5640 or by email at publicworksdept@mountprospect.org. Please put “Hatlen Heights Traffic Calming” in the subject line of your email. Comments need to be submitted by Friday March 14th for inclusion in this part of the study. The study will be presented to the Transportation Safety Commission at their meeting at 7:00 PM on March 10th, 2025 at the Emergency Operations Center at Public Works, 1720 W. Central Road. You are invited to attend and participate in the meeting. This will act as the “on-site” meeting as described in the timeline above. The Village may also trial some of the traffic calming measures using cones and temporary curbs to demonstrate potential improvements to the neighborhood. These will be installed for a few days sometime prior to the Transportation Safety Commission Meeting, weather permitting. VILLAGE OF MOUNT PROSPECT PUBLIC WORKS DEPARTMENT 1700 W. Central Road Mount Prospect, IL 60056 www.mountprospect.org Phone: 847-870-5640 TDD: 847-392-1235 Page 101 of 173  Comment Form Village of Mount Prospect Public Works Department Hatlen Heights Neighborhood Traffic Calming Study FEBRUARY 2025 Please answer the follow questions to help us as we work to develop a preferred alternative for traffic calming in the Hatlen Heights Neighborhood. Comments can also be submitted on the study website, see QR code below or search “Hatlen Heights” on the Village website. Please view the preferred alternative and memo on the study website prior to answering these questions. A hard copy of the preferred alternative can be requested by contacting Public Works, info below. Address: ____________________________________________________________________________________ Provide any comments regarding the preferred alternative as proposed: ____________________________________________________________________________________________ ____________________________________________________________________________________________ Provide any suggestions for changes to the preferred alternative, or other ideas for traffic calming: ____________________________________________________________________________________________ ____________________________________________________________________________________________ Provide any additional comments regarding the study: ____________________________________________________________________________________________ ____________________________________________________________________________________________ Submit form to Public Works, Attn: Luke Foresman, 1700 West Central Road, Mount Prospect, IL 60056. Or email the form to publicworksdept@mountprospect.org. Please put “Hatlen Heights Traffic Calming” in the subject line of your email. Please submit by Friday, March 14th, 2025 for inclusion in the study. VILLAGE OF MOUNT PROSPECT PUBLIC WORKS DEPARTMENT 1700 W. Central Road Mount Prospect, IL 60056 www.mountprospect.org Phone: 847-870-5640 TDD: 847-392-1235 Page 102 of 173  N SHEET 3 SHEET 4 STUDY LIMITS E EN U AV LE N AT H BONITA AVENUE CO HATLEN AVNEUE N N IE LA N E CENTRAL ROAD GRINDEL DRIVE AUDREY LANE AUDREY LANE U RT LINCOLN STREET CO Y RE D AU H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD.dwg MEIER ROAD EXISTING CONDITIONS SHOWN SHEET 1 SHEET 2 USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. DRAW - LJF REVISED - COOK 1 1 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - STUDY LIMITS CONTRACT NO. N/A PLOT DATE = 1/22/2025 DATE - 1/22/2025 REVISED - SCALE: 1:75 SHEET 1 OF 1 SHEETS HATLEN HEIGHTS NEIGHBORHOOD ILLINOIS Page 103 of 173  MEDIAN ISLAND AT ON STREET PARKING MAINTAINED ON BOTH OPTION FOR NEW SPEED OPTION FOR NEW SPEED NEIGHBORHOOD ENTRANCE FEEDBACK SIGN, MOST FEEDBACK SIGN TO FORCE DRIVERS TO SIDES OF HATLEN AVENUE LIKELY NOT INCLUDED IF NAVIGATE AROUND IT, SLOWING THEM DOWN. NO PARKING ON MEDIAN ISLAND TO FORCE DRIVERS TO NAVIGATE AROUND IT, SLOWING OTHER TRAFFIC CALMING MEASURES ARE INSTALLED AT THE MINI-TRAFFIC CIRCLE TO SLOW VEHICLES THROUGH INTERSECTION N APPROACH TO THE ISLAND THEM DOWN. NO PARKING INTERSECTION (TYP) ON APPROACH TO THE ISLAND (TYP) 1 13 19 21 101 103 5 7 9 11 15 17 3 CENTRAL ROAD 9.0' 24.0' HATLEN AVENUE 9.0' 6.0' 16 18 20 22 102 4 6 8 10 12 14 100 2 24.0' EXISTING STOP SIGN (TYP) MEDIAN ISLAND TO FORCE GRINDEL DRIVE MEDIAN ISLAND AT NEIGHBORHOOD DRIVERS TO NAVIGATE ENTRANCE TO FORCE DRIVERS TO AROUND IT, SLOWING MINI-TRAFFIC CIRCLE TO NAVIGATE AROUND IT, SLOWING THEM DOWN. NO PARKING SLOW VEHICLES THEM DOWN. NO PARKING ON ON APPROACH TO THE THROUGH INTERSECTION APPROACH TO THE ISLAND (TYP) ISLAND (TYP) 1 13 15 17 19 21 101 103 3 5 7 9 11 24.0' CENTRAL ROAD 9.0' 24.0' AUDREY LANE H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD.dwg 9.0' 6.0' 16 18 20 22 102 6 8 10 12 100 4 14 2 EXISTING SPEED FEEDBACK SIGN COULD BE REMOVED IF ON STREET PARKING TRAFFIC CALMING MEASURES EXISTING SPEED MAINTAINED ON BOTH ARE INSTALLED AT THE FEEDBACK SIGN SIDES OF AUDREY LANE INTERSECTION USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. DRAW - LJF REVISED - COOK 4 1 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - INITIAL DESIGN PREFERRED ALTERNATIVE CONTRACT NO. N/A PLOT DATE = 1/22/2025 DATE - 1/22/2025 REVISED - SCALE: 1:75 SHEET 1 OF 4 SHEETS CENTRAL RD - GRINDEL DR ILLINOIS Page 104 of 173  MEDIAN ISLAND TO FORCE EXISTING STOP SIGN (TYP) DRIVERS TO NAVIGATE AROUND IT, SLOWING THEM DOWN. NO PARKING ON APPROACH TO THE ON STREET PARKING ALLOWED ON BOTH SIDES OF AUDREY LANE STRIPED MEDIAN TO ALIGN VEHICLES ON APPROACH TO THE INTERSECTION (TYP) MEDIAN ISLAND TO SLOW DRIVERS TURNING OR TRAVELING THROUGH THE INTERSECTION WITH N ISLAND (TYP) CONNIE LANE 1911 LA 1906 NIE CON NE 207 107 117 1913 203 205 113 119 1908 103 105 109 111 9.0' 9.0' AUDREY LANE 24.0' 6.0' 9.0' 6.0' 9.0' 206 108 110 112 116 118 202 204 102 104 106 9.0' 200 120 6.0' 9.0' 24.0' 7.0' MEDIAN ISLAND AND STRIPED MEDIANS TO STRIPE ON STREET 11.0' SLOW DRIVERS ON CONNIE LANE AND TO PARKING ON BOTH INCREASE STOP SIGN COMPLIANCE, NO MEIER ROAD SIDES OF MEIER ROAD PARKING ALLOWED ON CONNIE LANE. 27.0' 36.0' TO MATCH SOUTH OF MEIER ROAD DESIGNED TO ACCOMMODATE TURNING LINCOLN STREET, VEHICLES. ALTERS DRIVERS THEY ARE NO 11.0' VISUALLY NARROWS 7.0' LONGER ON A COLLECTOR STREET LIKE 208 210 212 214 216 300 302 STREET TO SLOW MEIER LANE. DRIVES WHITE OAK STREET 210 212 2012 STOP CONTROL ON 11.0' CONNIE LANE ONLY H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD.dwg LINCOLN STREET 7.0' STRIPE ON STREET 36.0' MEIER ROAD PARKING ON BOTH SIDES OF MEIER ROAD ALL WAY STOP CONTROL TO MATCH SOUTH OF 7.0' LINCOLN STREET, VISUALLY NARROWS 11.0' STREET TO SLOW DRIVES 306 308 310 316 304 312 314 MEIER ROAD USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. DRAW - LJF REVISED - COOK 4 2 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - INITIAL DESIGN PREFERRED ALTERNATIVE CONTRACT NO. N/A PLOT DATE = 1/22/2025 DATE - 1/22/2025 REVISED - SCALE: 1:75 SHEET 2 OF 4 SHEETS GRINDEL DR - WHITE OAK ST ILLINOIS Page 105 of 173  ALL WAY STOP CONTROL N 1817 226 ON STREET PARKING 1822 1901 ALLOWED ON BOTH SIDES OF HATLEN AVENUE 1903 219 E BO U N EN IT AV 24.0' A 1900 AV 1905 217 N LE EN U AT E H STOP CONTROL ON MEDIAN ISLAND TO FORCE 220 CONNIE LANE ONLY 215 24.0' 1907 DRIVERS TO NAVIGATE 1902 AROUND IT, SLOWING THEM DOWN ON THE CURVE. NO PARKING ON 1909 213 APPROACH TO THE ISLAND 1904 (TYP) 1901 9.0' 211 1906 9.0' 6.0' 1903 109 1908 103 105 107 CO N 1905 1910 1900 N IE LA 24.0' 9.0' N 1912 E H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD.dwg 1907 24.0' 1902 9.0' 6.0' 112 1904 1909 110 102 104 106 108 1906 1911 USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. DRAW - LJF REVISED - COOK 4 3 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - INITIAL DESIGN PREFERRED ALTERNATIVE CONTRACT NO. N/A PLOT DATE = 1/22/2025 DATE - 1/22/2025 REVISED - SCALE: 1:75 SHEET 3 OF 4 SHEETS GRINDEL DR - BONITA AVE ILLINOIS Page 106 of 173  MEDIAN ISLAND TO FORCE DRIVERS TO NAVIGATE AROUND IT, SLOWING THEM DOWN ON THE CURVE. NO PARKING ON APPROACH TO THE ISLAND (TYP) ON STREET PARKING ALLOWED ON BOTH SIDES OF ALL STREETS STOP CONTROL ON BONITA AVENUE ONLY N STOP CONTROL ON AUDREY LANE ONLY 1904 1909 2005 2007 1911 1913 2001 2003 9.0' 1906 9.0' 6.0' 1912 24.0' BONITA AVENUE 1908 1910 35.0' 1912 2002 2004 1914 2000 CAROL 1907 LANE 222 1909 211 220 2002 1911 NN CO 24.0' IE LINCOLN STREET LAN 209 2004 E 218 207 9.0' 205 216 1913 203 2006 6.0' 9.0' 2008 H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD.dwg AUDREY LANE 214 208 2010 206 210 212 202 204 24.0' 200 SEE SHEET 2 FOR INTERSECTION INFORMATION USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. DRAW - LJF REVISED - COOK 4 4 PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - INITIAL DESIGN PREFERRED ALTERNATIVE CONTRACT NO. N/A PLOT DATE = 1/22/2025 DATE - 1/22/2025 REVISED - SCALE: 1:75 SHEET 4 OF 4 SHEETS CONNIE LN - LINCOLN ST ILLINOIS Page 107 of 173 Page 108 of 173 Page 109 of 173 Page 110 of 173 Page 111 of 173 Page 112 of 173 Page 113 of 173  Hatlen Heights - Preliminary Preferred Alternative Survey Q4 Provide other ideas for traffic calming Please enforce the speed limits that are in place now. It would be very fruitful to have patrol cars at Grindel and Audrey and Grindel and Hatlen during morning rush hour and the 3 - 5 pm soccer mom rush hour in our neighborhood. Make an example out of a few people, and word will get out. People are using apps like Waze to find these cut-throughs that they would otherwise not know about. We need to be sure that users are indicating that it is police patrolled, so they will slow down, or seek another alternative route. Please do not install anything on Hatlen Avenue! It will wreck our street, break-up the paving, look cluttered and dumpy. We will spend three-quarters of the year making repairs to this pile of concrete in the middle of the street from the snowplows running into them. Q5 Provide additional comments regarding the study Please leave our street alone. We enjoy our street just the way it is. We deserve continued, unrestricted access to our property. We don't need any intervention. It's a street. We drive on it. Cars drive on it. If you don't want traffic, move to the country. 7 / 28 Page 114 of 173 Page 115 of 173 Page 116 of 173 Page 117 of 173 Page 118 of 173 Page 119 of 173 Page 120 of 173 Page 121 of 173 Page 122 of 173 Page 123 of 173  Hatlen Heights - Preliminary Preferred Alternative Survey Q4 Provide other ideas for traffic calming Further, reach out to the schools that use this as a shortcut (when buses are empty at 3:00). Just yesterday (3/10) in 8 minutes 7 empty buses made these turns. By the way, when Connie was resurfaced this block wasn't done and road is crumbling. Also about a year and a half ago this was made a bike route, which seems like potential safety issues exist for children being hit during peak traffic times while riding their bikes. I mentioned this to the gentleman when he was putting up the bike route signs. Q5 Provide additional comments regarding the study Thank you for all the time and effort that has gone into solving this Hatlen Heights issue. It is my opinion that traffic calming ideas offered don't address the actual cause of the problem which is stopping the use as a shortcut to avoid busier roads. When we raised these questions I was hoping that traffic elimination in addition to traffic calming would have been taken into consideration. To see semi trucks driving this route on Saturdays and Sundays further proves this and adds distress to the road. Thank you again for all of Public Works and other departments for their efforts to address these concerns. 17 / 28 Page 124 of 173 Page 125 of 173 Page 126 of 173 Page 127 of 173 Page 128 of 173 Page 129 of 173 Page 130 of 173 Page 131 of 173 Page 132 of 173 Page 133 of 173  Hatlen Heights - Preliminary Preferred Alternative Survey Q2 Provide any comments regarding the preferred alternative as proposed Bottom line- up front: I am against the proposed plan. Enforcement of existing traffic control laws, speed limits and other signals is all that is needed. 1. Proposed islands will inhibit street cleaning, snow removal, and other maintenance activities. 2. Proposed islands will inhibit emergency vehicle access. 3. All proposed measures will increase traffic congestion, especially during rush hours for both residents and other drivers. 4. Medians obstruct stormwater drainage flow to a street that floods regularly (Audrey). 5. Parking restrictions will create a hazard as delivery trucks, landscape vehicles, and residents will block access by ignoring signs. 6. Connie Lane is already narrow and difficult to navigate. An island will create a hazard for traffic with its short length. Buses and trucks, as well as passenger vehicles will have difficulty making the turn. 7. No parking on Connie Ln will prevent the resident in 120 & 200 from parking in front of their homes. (They regularly park there). 8. Islands create a road hazard, increasing the number of collisions. 9. Proposed measures will increase driver stress, cognitive load, and lead to unsafe driver decision making. This is dangerous to other drivers and pedestrians (We walk outside regularly). 10. Space limitations will create inability to pass, creating more unsafe conditions. 11. Proposed measures impact residents more than other drivers, as we live here and use the street more frequently. 12. These measures, and this study, will be paid for by the taxpayers who are already paying too much! 13. Proposed measures are unsightly and make our homes look like we live on a highway. Please make the right choices and do NOT implement these measures. Regards, Q3 Provide any suggestions for changes to the preferred alternative Put Police patrol at the concerned area. 27 / 28 Page 134 of 173  Hatlen Heights - Preliminary Preferred Alternative Survey Q4 Respondent skipped this question Provide other ideas for traffic calming Q5 Provide additional comments regarding the study Enforcement of existing traffic control is sufficient. The costs outweigh the benefits of the proposed plan. I have lived here since 1991. This study proposal will create more problems in my neighborhood. 28 / 28 Page 135 of 173 MAYOR VILLAGE MANAGER Paul Wm. Hoefert Michael J. Cassady TRUSTEES DIRECTOR OF PUBLIC WORKS Vincent J. Dante Sean Dorsey Terri Gens William A. Grossi Phone: 847/870-5640 John Matuszak Fax: 847/253-9377 Colleen E. Saccotelli www.mountprospect.org MINUTES OF THE MOUNT PROSPECT TRANSPORTATION SAFETY COMMISSION CALL TO ORDER The meeting of the Mount Prospect Transportation Safety Commission was called to order at 7:00 p.m. on Monday, March 10, 2025. ROLL CALL Present upon roll call: Justin Kuehlthau Chairman Christopher Prosperi Vice Chairman Tina DeAragon Commissioner Jeffrey Nejdl Commissioner B-L Pellicore Commissioner Charlie Lowry Commissioner Aaron Grandgeorge Fire Department Representative Luke Foresman Project Engineer – Staff Liaison Absent: Scott Moe Public Works Department Representative Nicholas Mavraganis Police Department Representative – Arrived at 7:05 PM Others in Attendance: Mike Topolewski Resident 515 S. William Susan Ostroluski Resident 116 S. Audrey Carol Ceimo Resident 100 S. Audrey Henry Lopez Resident 605 S. William Vito LiRosi Resident 17 S. Audrey Dennis Voss Resident 700 S. William Jose DeChoudens Resident 7 S. Audrey Eleanor Slesicki Resident 814 S. William Brad Gates Resident 18 S. Audrey Rick & Diane McNulty Residents 1908 Connie Debbie Geavaras Resident 200 S. Audrey Matt Lawrie Village Engineer TSC Meeting Page 1 of 8 March 10, 2025 Page 136 of 173 APPROVAL OF MINUTES Staff Liaison Foresman presented the following to the Commission for inclusion as an addition to the draft minutes that were included in the agenda packet: Under the discussion section for the Arterial Bike Network Study, add the following.  “Commissioner DeAragon had two questions relating to trees. Could trees be transplanted if they are in the way of a shared use path? And can we plan ahead so when trees on future path routes are planted, they are planted so that they will not conflict with proposed paths? Staff Liaison Foresman indicated he would check with the Forestry Division and follow up with the Commission. o Post Meeting Note: The Forestry Division indicated they typically do not relocate trees due to Public Works not having the necessary equipment and the cost associated with tree relocation. But it could be looked at on a case-by-case basis. They were also open to referencing the Arterial Bike Network Study when planting trees in the future to avoid conflicts with proposed paths.  Commissioner DeAragon asked if burying utilities was a possibility to avoid conflicts. Staff Liaison Foresman indicated the cost of burying utilities would have to be paid by the Village and would be prohibitively expensive. Additionally, underground separation requirements would have to be met which may not be possible in all locations.” Commissioner Pellicore, seconded by Vice Chairman Prosperi, moved to approve the minutes of the regular meeting of the Transportation Safety Commission held on February 10, 2025. The minutes were approved by a vote of 7-0. CITIZENS TO BE HEARD None. OLD BUSINESS None. NEW BUSINESS A: Hatlen Heights – Friendly Neighborhood Streets Program Staff Liaison Foresman presented the following on the Hatlen Heights Study: Background: The study limits include:  Audrey Lane from Central Road to Bonita Avenue  Hatlen Avenue from Central Road to Bonita Avenue  Bonita Avenue from Hatlen Avenue to Lincoln Street  Connie Lane from Meier Road to Hatlen Avenue  Meier Road from Lincoln Street to Connie Lane A petition for the Friendly Neighborhood Streets Program for Audrey Lane was received on October 2, 2024. Staff found the street qualified for the program and determined the study area. TSC Meeting Page 2 of 8 March 10, 2025 Page 137 of 173  Initial Public Staff sent a letter to all properties in the study area (excluding Meier Road at this Outreach: time) to solicit input on existing traffic issues. 134 surveys were sent out and 27 were returned. While Staff reviewed all responses, the below themes were the focus of the study:  Reducing vehicle speeds  Reducing “cut-through” traffic  Increasing pedestrian safety at intersections  Increasing stop sign compliance Initial Plan: Staff developed an initial traffic calming plan to address the perceived traffic issues in the neighborhood. This plan includes the following traffic calming measures:  Median Islands  Mini-Traffic Circles  Pavement Markings  Speed Feedback Signs – As an option Plan exhibits were prepared and presented to the Commission showing the location and approximate size of the traffic calming measures. Liaison Foresman reiterated that this is the initial design developed by Staff and will be updated with input from the Commission and the public. The following measures were not included in the initial plan:  Bump Outs – Streets are too narrow to install bump outs and have the desired traffic calming effect  Stop Signs – Stop signs cannot be used for speed control  Speed Bumps – Speed bumps are not a part of the Village’s traffic calming toolbox  Choke Points – Not preferred by Public Works due to maintenance concerns Road closures were suggested by some residents but were not included for the following reasons:  Would increase response time for Police and Fire  Would limit access for Police and Fire  Would increase maintenance for Public Works  Could increase traffic on other streets in the neighborhood  Was trialed in the 1990’s and it was decided not to keep the closure in place, we would expect similar issues if the roads were closed again Second Public A resident information bulletin and survey were sent to all addresses within the Outreach: expanded study area, including Meier Road from Lincoln Street to Connie Lane, introducing the initial preferred alternative and requesting feedback from residents on it. The public comment period is open until Friday March 15th. TSC Meeting Page 3 of 8 March 10, 2025 Page 138 of 173  Temporary Temporary measures were unable to be installed prior to the meeting due to Measures: weather. Staff will work to install temporary measure this spring to trial the revised design. On-Site Meeting: This Transportation Safety Commission meeting is serving as the “on-site” meeting as outlined in the Friendly Neighborhood Streets Program due to the study taking place over the winter. Next Steps: Once the public comment period ends, Staff will review the comments and revise the design as appropriate. When the final preferred alternative is ready, residents will be set a letter containing plans of the proposed traffic calming project and a ballot to express their desire for a project to move forward or not. When the balloting period ends, there will be a Transportation Safety Commission meeting to discuss the final preferred alternative and results of the balloting. It will then be up to the Commission to recommend the project to the Village Board or not. If the project is forwarded to the Village Board, the Village Board will have final approval of the project prior to construction. Discussion: The following is a summary of the discussion on the initial plan:  There was concern raised by residents over how mini-traffic circles would function and how drivers would know how to navigate them.  Parking concerns were raised over the impact the proposed traffic calming measures would have on street parking.  It was mentioned the only way to remove cut-through traffic on the streets would be to dead end multiple streets in the neighborhood.  There was a comment that parked cars on the street have a traffic calming effect.  There was concern over the possibility of driver’s hitting the traffic calming measures, causing damage to vehicles.  A resident wanted to make sure traffic calming measures as proposed would not shift traffic to other streets in the neighborhood.  The initial design would prohibit parking on Connie Lane between Meier Road and Audrey Lane. There was concern that there is not sidewalk access along the east side of Meier Road. Action: There are no action items for this agenda item. The discussion from the meeting, along with comments received from the public, will guide Staff as they revise the initial plan to develop the preferred alternative. TSC Meeting Page 4 of 8 March 10, 2025 Page 139 of 173 B: William Street – Friendly Neighborhood Streets Program Staff Liaison Foresman presented the following on the William Street Study: Background: The study limits include William Street from Prospect Avenue to Golf Road. A petition for the Friendly Neighborhood Streets Program for William Street was received on September 30, 2024. Staff found the street qualified for the program and determined the study area. Initial Public Staff sent a letter to all properties in the study to solicit input on existing traffic Outreach: issues. 78 surveys were sent out and 25 were returned. While Staff reviewed all responses, the below themes were the focus of the study:  Reducing vehicle speeds  Reducing the number of vehicles  Addressing parking issues related to activities at Sunrise Park  Addressing crosswalk safety concerns south of the bridge over Weller Creek  Increasing pedestrian safety at intersections  Increasing stop sign compliance Initial Plan: Staff developed an initial traffic calming plan to address the perceived traffic issues in the neighborhood. This plan includes the following traffic calming measures:  Median Islands  Intersection Bump Outs  Pavement Markings  Speed Feedback Signs – As an Option Plan exhibits were prepared and presented to the Commission showing the location and approximate size of the traffic calming measures. Liaison Foresman reiterated that this is the initial design developed by Staff and will be updated with input from the Commission and the public. The following measures were not included in the initial plan:  Stop Signs – Stop signs cannot be used for speed control  Speed Bumps – Speed bumps are not a part of the Village’s traffic calming toolbox  Choke Points – Not preferred by Public Works due to maintenance concerns Road closures were suggested by some residents but were not included for the following reasons:  Would increase response time for Police and Fire  Would limit access for Police and Fire  Would increase maintenance for Public Works  Could increase traffic on other streets in the neighborhood TSC Meeting Page 5 of 8 March 10, 2025 Page 140 of 173  Second Public A resident information bulletin and survey were sent to all addresses within the Outreach: study area introducing the initial preferred alternative and requesting feedback from residents on it. The public comment period is open until Friday March 15th. Temporary Temporary measures were unable to be installed prior to the meeting due to Measures: weather. Staff will work to install temporary measure this spring to trial the revised design. On-Site Meeting: This Transportation Safety Commission meeting is serving as the “on-site” meeting as outlined in the Friendly Neighborhood Streets Program due to the study taking place over the winter. Next Steps: Once the public comment period ends, Staff will review the comments and revise the design as appropriate. When the final preferred alternative is ready, residents will be set a letter containing plans of the proposed traffic calming project and a ballot to express their desire for a project to move forward or not. When the balloting period ends, there will be a Transportation Safety Commission meeting to discuss the final preferred alternative and results of the balloting. It will then be up to the Commission to recommend the project to the Village Board or not. If the project is forwarded to the Village Board, the Village Board will have final approval of the project prior to construction. Discussion: The following is a summary of the discussion on the initial plan:  Soccer games at Sunrise Park are the primary cause of parking issues at the south end of William Street. Suggested staggering games to allow attendees from earlier games to leave before the next round of parents and players arrive.  There were concerns about removing parking on the west side of William Street south of Weller Creek.  Concerns over bump outs impacting traffic, the Commission confirmed that two-way traffic would be maintained at all times with all traffic calming measures.  Comment against bump outs due to impact on parking and not seeing them as being necessary.  Comment that alley traffic north of Sha Bonee Trail should be considered when reviewing the plan.  Comment on how traffic calming measures would affect cyclists. Commissioner Lowry responded that slower vehicle speeds would be preferred for cyclists, even if traffic calming measures force them to share a lane.  Comment on how traffic calming is needed due to the large amount of children on the street.  Comment that residents do not feel a need for traffic calming.  Comment that the stop signs at the intersection of William Street and Council Trail are regularly ignored. TSC Meeting Page 6 of 8 March 10, 2025 Page 141 of 173   Concern over the proposed bump out at the intersection of Berkshire Lane and William Street being too large.  The Commission would like to be informed when trial measures are installed.  Comment over how balloting would work going forward. Action: There are no action items for this agenda item. The discussion from the meeting, along with comments received from the public, will guide Staff as they revise the initial plan to develop the preferred alternative. C: Arterial Bike Network Study Staff Liaison Foresman presented the following on the Final Report of the Arterial Bike Network Study: Background: The Village’s existing Bike Plan was adopted in 2012. Since then, the Village has installed 28 miles of on-street bike routes, completing Phase I of the Bike Plan. Phases II and III are to install bike facilities along arterial roads, however more study was needed to determine how those could be built The Village applied for and was awarded a planning grant from the State of Illinois in 2022 and was able to retain a consultant to develop the Arterial Bike Network Study in 2023 and 2024. The draft final report of the Arterial Bike Network Study was presented to the Transportation Safety Commission at the February 10 th Meeting and the Village Board at the February 18 th Committee of the Whole meeting for comment. Comments received at those meeting were incorporated into the final report. Changes from Below are changes made to the study between the draft and final document. The Draft Report: page numbers are the page of the PDF study document:  Page 49 – Euclid Avenue – East Section Cost Estimate Updated  Page 56 – Kensington Road – Corridor Routing Updated  Page 57 – Kensington Road – Facility Type Corrected  Page 79 – IL 83 (Main Street) – Corridor Routing Updated  Page 84 – Golf Road – Corridor Routing Updated  Page 90 – ComEd Trail – Cost Estimate Updated  Page 106 – Cost Estimate Table – Updated There was discussion at the February 10th Transportation Safety Commission about safe crossings of arterial roads to access the proposed shared-use paths. The design and location of the crossings will be included in future design engineering of a corridor and are not a part of this study. Recommendation: Staff recommends the Transportation Safety Commission recommend the Village Board adopt the Arterial Bike Network Study and its appendixes. Option: Action at the discretion of the Commission. Discussion: None. TSC Meeting Page 7 of 8 March 10, 2025 Page 142 of 173  Motion: Commissioner Pellicore motioned for the Transportation Safety Commission recommend the Village Board adopt the Arterial Bike Network Study and its appendixes. Commissioner Lowry seconded the motion. The motion was approved by a vote of 7-0. Representative Mavraganis was not present for the vote. COMMISSION ISSUES Liaison Foresman informed the Commission that the Village’s Human Services department was currently developing a Transit Study and provided information on the public survey for that study: https://www.mountprospect.org/departments/human-services/transit-study#!/ ADJOURNMENT With no further business to discuss, the Transportation Safety Commission voted 7-0 to adjourn at 9:40 p.m. upon the motion of Commissioner Pellicore. Commissioner Nejdl seconded the motion. Respectfully submitted, Luke Foresman, P.E. Project Engineer H:\Engineering\Traffic\safety_commission\_MINUTES\2025\3-March - FNSP, ABNS\TSC-3-March Minutes.docx TSC Meeting Page 8 of 8 March 10, 2025 Page 143 of 173  Resident Information Bulletin #3 Village of Mount Prospect Public Works Department Hatlen Heights Traffic Calming Study MAY 2025 INTRODUCTION: The Village is conducting a traffic calming study within the Hatlen Heights Neighborhood on Audrey Lane, Hatlen Avenue, Connie Lane and Bonita Avenue. The next step of this study is to install temporary traffic calming measures to help refine the proposed design. Last year, the Village initiated a traffic calming study for the neighborhood based on a petition submitted by residents. Traffic calming is infrastructure designed to slow vehicle speeds or reduce the number of vehicles on a neighborhood street to increase safety for all users. TEMPORARY MEASURES: Public Works will be installing temporary median islands and mini-traffic circles in the neighborhood within the next few weeks to demonstrate the proposed traffic calming measures. Staff will use the demonstration as an opportunity to observe, revise the design as needed, and collect additional traffic counts to evaluate the effectiveness of the measures. Staff has revised the proposed design slightly based on comments received so far. NOTE: THE TEMPORARY MEASURES ARE NOT THE FINAL DESIGN. STAFF WILL MAKE REVISION S AND WILL SEND A FOLLOW-UP LETTER WITH THE FINAL DESIGN FOR RESIDENTS TO REVIEW AND COMMENT ON. TRAFFIC CALMING PROCESS: We are currently at step 9, Temporary Measures, of the traffic calming process. Note, the “On-Site Meeting” as shown in the timeline was held on March 14th as part of the Transportation Safety Commission Meeting. Temporary Measures were unable to be installed prior to the meeting due to weather. PUBLIC INPUT The Village is soliciting comments from residents on the temporary measures . There is not a formal survey. Comments can be submitted to Public Works by mail or in person at Public Works, Attn: Luke Foresman, 1700 West Central Road, Mount Prospect, IL 60056. Residents can also submit comments by phone at (847) 870- 5640 or by email at publicworksdept@mountprospect.org. Please put “Hatlen Heights Traffic Calming” in the subject line of your email. Comments need to be submitted by Friday June 6 th for inclusion in this part of the study. Once comments are received, Staff will finalize the proposed design, send out a ballot to residents and invite them to the Transportation Safety Commission meeting to discuss the project. This meeting will determine if the project is recommended to move forward to the Village Board for approval or not. Further study information can be found on the project website. Search “Traffic Calming” on the Village’s website. The Hatlen Heights Traffic Calming Study website can be found under the “Current Traffic Calming Studies” section , or scanning the QR code below will take you directly to the website. VILLAGE OF MOUNT PROSPECT PUBLIC WORKS DEPARTMENT 1700 W. Central Road Mount Prospect, IL 60056 www.mountprospect.org Phone: 847-870-5640 TDD: 847-392-1235 Page 144 of 173  = INFORMATION SIGN LOCATIONS N MINI TRAFFIC CIRCLE MEDIAN ISLAND MEDIAN ISLAND MEDIAN ISLAND STUDY LIMITS E EN U AV LE N AT H BONITA AVENUE CO HATLEN AVNEUE N N IE LA N E CENTRAL ROAD GRINDEL DRIVE LINCOLN STREET RT AUDREY LANE AUDREY LANE U CO Y RE D H:\Engineering\Traffic\Calming\FNSP Projects\2024 - Hatlen Heights\CAD\Hatlen Heights CAD - Temporary Measures.dwg AU MEIER ROAD MEDIAN MEDIAN ISLAND ISLAND MINI TRAFFIC CIRCLE PAVEMENT STRIPING MEDIAN ISLAND MEDIAN ISLAND USER NAME = LJF DESIGNED - LJF REVISED - F.A.U. SECTION COUNTY TOTAL SHEET DRAW - LJF REVISED - FRIENDLY NEIGHBORHOOD STREETS PROGRAM RTE. SHEETS NO. PLOT SCALE = CHECKED - MPL REVISED - VILLAGE OF MOUNT PROSPECT HATLEN HEIGHTS - TEMPORARY MEASURES OVERVIEW COOK 1 1 CONTRACT NO. N/A PLOT DATE = 4/23/2025 DATE - 4/23/2025 REVISED - SCALE: 1:200 SHEET 1 OF 1 SHEETS HATLEN HEIGHTS NEIGHBORHOOD ILLINOIS Page 145 of 173  Hatlen Heights Temporary Measures Comments We received comments from 36 addresses, in general 4 were for the temporary measures (included comments that liked some of the tra ic calming measures but not all), 29 were against and 3 were general comments. 5/14/2025 I live at I don't see a need to disrupt the way the tra ic flows at this time. I don't think it is such a huge issue that the village would need to waste money on it. Leave it the way it is, please. 5/14/2025 Resident at requests their name be taken o the petition. 5/15/2025 Regarding the tra ic calming measures proposed, I previously submitted comments regarding the use of less expensive tra ic calming measures before more expensive measures are implemented. The less expensive measure to be tested first should be to simply put stops signs for northbound and southbound tra ic on Audrey Ln. and Hatlen Ave. at Grindel. This is a far quicker method to setup and far cheaper than installing concrete medians. Violations of the stop signs could also be better enforced by patrol o icers than simple speed violations. Additional tra ic studies could then be conducted after the stop signs to measure vehicle speeds, etc. Let’s start small and logical before more permanent and expensive commitments are made. Thank you, Unknown Date: The proposed solution will be very unsightly, ie an eyesore and so I am very concerned that it will decrease the property values. More importantly, after driving on the street I don’t believe the solution will result in decreased speeds. I am also very concerned that it causes Page 146 of 173 vehicles to swerve to avoid the islands which is more dangerous. If something is necessary (which is doubtful), speed bumps would be more e ective and preferred. Will there be signs, flashing lights reflective signs or barricades in the actual solution? This obstacle may encourage some to see it as a challenge and I even saw one vehicle do this. 5/15/2025 I just would like to note that we are not in favor of the proposed measures that are being spoken about in Hatlen Heights neighborhood. I am all for stop signs, but feel what you are suggesting is extreme. I feel tax payer dollars could be used in a better manner. I appreciate your consideration. Thanks, Tra ic Calming Measures installed 5/19/2025 5/19/2025 - – Called and asked about speed cameras to ticket drivers. Suggested stop signs. Indicated speed has not been bad. Does not want median islands or tra ic circles. Thinks it will create more issues than they solve and they will not be e ective. 5/19/2025 - – Called and is concerned about the median island. Concerned about night visibility and vehicles leaving the roadway. Against the medians. 5/19/2025 - – Sta met resident on site and resident was against the median on Bonita Avenue. Additionally, they were concerned about how leaf pickup would be handled. 5/19/2025 - To the attention of I know there is a speeding problem on the streets of the Hatlen Heights neighborhood. I live at 1908 Bonita Avenue and have had the temporary blocks put up in front of my home. I do not want anything permanent put up in front of my home ever! No one can park in front of my home. I am very upset at this in front of my home. I do not consent to any permanent tra ic calming contraption being located in front of my home. How about putting some of these blockades up on Lincoln Avenue where motorcycles race up and down the street Page 147 of 173 5/19/2025 - # 1 I want to know how long the cones and No Parking signs are going to be up in front of my home #2 I want to know when the next open meeting will be for the Hatlen tra ic study will be #3. After living in Mt Prospect over 35 years, and paying property taxes, I should have seniority in say if I want the tra ic slowing items in front of my home on a permanent basis #4. I would consider having these tra ic slowing items in front of my home if I received a $1,000.00 deduction o my yearly property taxes! Thank you, 5/20/2025 – Called and said the tra ic calming is ridicules, congestion, confusion, safety issues, parking and decrease in home value. Against the project. 5/20/2025 – Called and expressed they were against the median island in front of their home. 5/20/2025 – Phone Call Very against the tra ic measures. Suggested stop signs or speed bumps. Thinks the island near Central is too close to Central Road. Suggested relocating the speed limit sign on Audrey at Central to increase visibility. Does not think there is a big enough speeding problem to be addressed in this way. Page 148 of 173 5/20/2025 Good afternoon, Thank you for keeping us up-to-date on the status of the Hatlen Heights Tra ic Calming study. We have lived on for over 38 years. During that time, we noticed a fair amount of cut-through tra ic as well as a few speeding cars and noisy motorcycles. A 1/30/2023 internal memo on the project website shows that the intention of the study is to address the following: reducing vehicle speeds, reducing "cut-through" tra ic, increasing pedestrian safety at intersections and increasing stop sign compliance. Our suggestion to reduce the number of speeding vehicles is to install automatic speed cameras that result in a speeding ticket being mailed to the driver. We see this as a technological solution instead of the maintenance and upkeep of whatever physical structures are added to the street, which will be continually beat up by the leaf truck and snowplows. The 1/30/2025 memo already addresses some of our concerns related to mini-tra ic circles and medians: concerns related to snow and leaf removal and drainage. We also think that the proposed mini-tra ic circles and medians will be di icult to see at night or after a snowfall. It is also undesirable to eliminate the parking in front of the houses and near the houses where the medians are placed. In your next communication to residents, it would be helpful to see a summary of the types of comments received from residents. Thank you. 5/21/2025 - Luke: I just saw a series of photos of the proposed tra ic calming devices. These devices are proposed to be installed in front of my Mother's house. If these get approved, the individual who started all of this can have them installed in front of their house. Page 149 of 173 In my experience, similar devices were installed on our streets in Algonquin, and they did nothing to slow down the tra ic and became an eyesore. These devices are going to bring down the property values in the neighborhood. People drive around these devices; they are useless. What can we do as homeowners to voice our opinions? When is this going to be voted upon? A resident named Michael called and indicated the lanes were too narrow on Connie Lane. No address given. Hi! I am a resident at To be honest I am not happy about what is going on with this tra ic calming study. There is "no parking" sign front of my house in both sides, which create a lot of problems for us, since we have 3 cars. I know, there was talk about how people speed their cars in the area, but I was thinking there will be stop sign on Hatlen/ Grinder intersection, not some kind of island in the middle of the street. Also, our school bus driver is complaining about how tight it is for him to manage the bus. I think the concrete speed bump would be better idea. Thank You! 5/22/2025 Hi Here are comments on the temporary tra ic calming measures that have been installed. The tra ic circles I think are a great idea, and I have noticed cars slowing down versus before. I would be interested in seeing some renderings of what these tra ic circles/medians would look like as well to ensure they are aesthetically pleasing. The medians do reduce Page 150 of 173 some street parking which I know is a concern of those e ected but it seems like a minimal inconvenience given everyone has driveways and the most someone has to walk additionally is minimal to the area which allows parking. I am also concerned about additional tra ic on Audrey/Hatlen once the Moorings finishes their new building causing more cut through tra ic. Overall you seem to be heading in the right direction. There is no way to keep everyone happy and the tra ic circles at a minimum seem to start to solve the problem. Thanks! 5/22/2025 Hi I am a resident of Hatlen Heights neighborhood. I am against the calming tra ic cones you have in place on Hatlen. I have been driving through this neighborhood for years to get to my house and there has never been an issue with tra ic in my opinion. Please do not place them on the streets permanently. If you must, I think the ONLY one to keep would be the one in place on the curve of Hatlen closer to Connie Lane. Thanks for your time, 5/23/2025 requested a mini tra ic circle at the intersection of Connie and Audey. 5/23/2025 I am sure you have received a lot of responses already in regard to this study. I am not in favor of the proposed plan, but do understand the pressure you have received from Vito and the petition he started. There are many neighbors that are not in agreeance with him. We will be at the next meeting to state our opinions. Can you please send me the information on when and where the next village meeting will be? I appreciate it. The two main issues I am really concerned about in regards to the study is how close the medium is to Central and the three parking spot near Connie. There is barely any room for two vehicle to pass each other on Connie. Both are an accident waiting to happen. Why can't there be "no parking" on that little strip of Connie. The people residing in those two homes both like to park on either side of the street so vehicles can barely get through. This is not good for public works vehicles as well as emergency vehicle. We have driveways for a reason. Page 151 of 173 Thanks, 5/24/2025 Hello, I am writing in regards to feedback to the Hatlen Heights tra ic calming experiment. I, and a lot of fellow neighbors, feel that the medians are more unsafe than before, especially the one placed on the turn on Hatlen inbetween Connie Ln and Grindel Ave. I see everyday school buses and garbage trucks struggle avoid hitting the medians and that turn makes it 10x worse as I see people using whatever lane they want. I don’t think this solution will stop people from speeding, if anything it will cause more accidents in the future. I also think it’s very unfair to certain neighbors that have the median places in front of their homes and they can no longer park in front of their houses and struggle to leave their driveway. I grew up in this neighborhood and there’s always been an issue of people speeding and there always will be, it’s what some people do. But our solution was staying in our backyards or having our parents watch us as we played outside, and we never had any issues. This whole thing has created a divide in the community and it’s very upsetting to see, so I hope at some point this will all resolve. I o er the solution of adding a four way stop sign at each intersection (especially at Hatlen and Grindel). I think I’ve been told before that someone said it’s too close to Central but I don’t understand the logic. It’s ok to put a median right away after you turn on Hatlen/Audrey after Central but not a stop sign a quarter of a mile away? There’s certain streets (granted it’s technically arlington heights) that there’s a stop sign at an intersection even closer to central (ex, Burton Pl and Orchard St - near the intersection of arlington heights rd and central). I think this would keep everyone happy and partially solve the issue (i don’t think anything will ever fully solve the issue). Also, I’m not sure where the idea that there’s a lot of tra ic coming from Golf rd and Busse rd drivers cutting through our neighborhood. I have never seen a truck drive through that wasn’t for landscaping or moving. I highly doubt people want to drive through our neighborhood and endure all the turns it takes to finally get to arlington heights or central rd (people are pretty lazy haha). Thank you for taking the time to read, Page 152 of 173 5/26/2025 Once you install the temporary cones for slowing tra ic, I can see how well it would work. I have two comments though. 1. In some cases you're traveling very close to the curb, scratching tires on the curb, and this could be an issue especially in winter. 2. The drag racing on Bonita from Lincoln turning left on Audrey is an issue that has not been addressed. Drivers get up speed from Lincoln on Bonita and tear through the corner causing loud noises especially at night. What is being done about that? Thank you. 5/27/2055 called and is against the project, doesn’t think there is a tra ic issue on Bonita Avenue. 5/28/2025 She called to say she loves the tra ic calming plan at Hatlen and Bonita. Thinks it is a great idea! 5/28/2025 This is ridiculous. You're gonna make the roads smaller. They are already tight enough. 5/28/2025 Hello My name is and live at with my wife and son. Thanks for your e orts with this tra ic study in my neighborhood. Even though this tra ic calming may have started with good intentions, none of the implementations are slowing tra ic speeds or deterring tra ic from Meier/Connie/Audrey route to cut through from Golf to Central. Therefore, I am against any of these measures since they seem to be futile and inevitably wasted e orts. Looking at the original study and survey results, the action currently seems to be "lets try a little of everything" which is understandable. There seemed to be enough interest from early Page 153 of 173 results to do something. If that were to be the case, here are some comments and observations on recent temporary measures. 1. The median on Audrey o of Central is way too close to Central. it is too abrupt and immediate when you turn left. Such a quick narrowing of the turn lane coming o a busy street like Central is dangerous and could jam up tra ic on the main road. The median on Hatlen seems better situated. 2. All the medians take up too many parking spaces, and do nothing to slow tra ic. I see cars speed past them consistently, which now has vehicles speeding closer to driveways were little kids would be playing defeating the purpose of the median. 3. The medians have blind spots for anyone backing out of their driveway, especially if they need to back out left to proceed rightward out of the driveway. There are too many single lane driveways for this to be e ective. There is not much room for error without snow. 4. Why are there no deterrents coming in o of Lincoln through the neighborhood in relative proximity coming from Central? 5. Can we just try a few more tra ic circles and eliminate these medians? HOWEVER, ample people do not circumvent the roundabout correctly, and I anticipate accidents with pedestrians or cyclists. 6. I attached a sketched idea regarding the Meier/Connie/Audrey thoroughfare. Basically, if you travel northbound on Meier, you would have a small crescent style shaped median, to slow the car down turning right before coming to a tra ic circle. This may slow tra ic to peoples liking. 7. The white lines surrounding the medians and circles are wider than what is currently there. Would the white lines indicate a truer size? The widths are tight enough. Thanks for your e orts, and reading my comments. Again, my wife and I are opposed to any of these temporary measures as they seem wasteful and not accomplishing any goals. Feel free to contact me with any questions. Regards, Page 154 of 173 5/28/2025 I live in the Hatlen Heights neighborhood on Audrey Lane. I’m very glad to see the village is testing out tra ic calming measures as the speeding and cut through tra ic on Audrey Lane has been a real problem for as long as I have lived here (25 years). I really like the tra ic circles at the intersections. I think that’s helps with the speeding. But I’m not such a fan of the mid block “islands”, mostly because it causes a real parking problem. Cars can’t park in front of their own house and if visitors come by, they have to park down the street in front of someone else’s house. I’m all for slowing tra ic mid-block, but it seems like speed humps can be used and that would not limit street parking. Page 155 of 173 Please consider a di erent mid-block option. Thanks, Unknown Date From the east side of Arlington Heights. Concerned about bicycle safety and environmental costs. Suggested improving Busse and opening Grindel Drive. I travel threw nearly every week. Never safety issues except crossing Central Road for the last 7 years. Choke point, tra ic circle, median islands, curb extension, chicane, closed roads will make more dangerous. Putting obstacles in the road is not a safe response to more tra ic. Less room for passing slow vehicles is more dangerous. 5/28/2025 I live at I have had cones and no parking horses in front of my home for three weeks. I am against what is in front of my home for the following reasons. 1-The calming devices do not slow down the majority of cars. 2-Cars drive on the opposite side of the street. 3-Landscaping trucks park in the no parking zone. I have pictures of this. 4- I feel endangered cutting my parkway lawn, the street is so narrow, I have to stop at each turn to look for cars, otherwise I would get struck by a car. 5-Because the street is so narrow, children playing close to the curb when a car goes by their lives are endangered. Please do not put in speed bumps or anything that would hinder the flow of rain water on Bonita Avenue as we have problems with flooded streets now, when it rains! I have taken test runs down Audrey and Hatlen avenues. The calming devices used Do Not stop speeders. How about a few stop signs, especially where cross streets meet? I am against any device placed in front of my home, as the street is Too narrow at the turn, and please, no widening of the street. Page 156 of 173 As I have observed for many years, Bonita Ave Does Not have the speeding problem Audrey and Hatlen Avenues have. Thank you Resident 5/29/2025 Hello, I live at (But it’s also known as depending on what department you talk to in MP). I drive up Hatlen Ave. multiple times a day every day. I don’t think that the configuration works that well as it’s placed now. Hatlen can get pretty congested with cars parked on both sides so adding something to the center just feels like a hassle. The one area you made as a circle in the intersection isn’t a bad idea. What if you widened the corners there and made a center circle with landscaping there to at least slow things down but not block anyone on Hatlen from parking on the street? Seems like it could work. Another idea would be maybe a speed bump or plateau. But I hate driving over them but at least it wouldn’t be as ugly or intrusive and certainly slows people down. (Still much less desirable) Thanks for trying to help. I don’t notice a huge problem on Hatlen but i guess I live on the other end. Best, 5/29/2025 – These streets are not wide to begin with, this is just making it more di icult to get by. It’s a huge distraction. I think it’s a terrible idea and a waste of money. Page 157 of 173 5/30/2025 Phone call from Driving on both sides in the wrong direction Not slowing down too much Challenge more than deterrent Speed bump would be more e ective – Chicago speed bumps are high Drainage issues at corner due to lack of drainage 5/30/2025 Does not like the barriers and hope the project does not move forward. 6/1/2025 These parking spots over by Connie are a hazard. There is not enough room for passing vehicles if there is any parking on either side of that street. It should be no parking at any time. When somebody parks there and you're turning there are blind spots and you can easily hit a pedestrian or bike rider. In my opinion, it's a big liability and an accident waiting to happen. Why would the village allow something that could possibly be dangerous to our citizens? See attached pictures. I really hope you guys reconsider this before somebody gets really hurt. Thanks, 6/2/2025 The tra ic circles that are at an intersection help, the ones randomly placed through the street do not. I think speed bumps would be better. I also think that a left turn, west on central from Hatlen should be restricted at certain times. I also feel that turning left onto Hatlen from central going South should be restricted as well. Also, crossing central from Hatlen should not be allowed. Thank you, Page 158 of 173 6/3/2025 Good afternoon, The current calming measures did a significant job on the first day or two with slowing cars down. There was no di erence with volume. Since the initial few days, cars are still speeding and still have no e ect on volume. Residents who live in the area are being punished and having the immediate design of the streets around them changed for individuals who do not live in the area. It makes no sense to allow those who do not live in the area to a ect our neighborhood and our streets. A study of blocking Connie and Meier, Bonita and Lincoln and Beverly and Lincoln should be conducted. This will solve the volume problem and with less travelers, avg speed will come down as the majority of the people speeding through the area do not live in Hatlen Heights. This has no e ect on maintenance from public works and no e ect for responding emergency vehicles. 6/3/2025 Good afternoon, My name is and I reside and I am writing to formally express my concerns regarding the recent tra ic calming project a ecting Audrey Lane and the surrounding area. My initial concern stems from the fact that only 20% of surveyed residents responded to the initial study. Within that small group, some expressed that they saw no need for any changes and felt the proposed e orts would be a misuse of resources. A return rate this low suggests that the majority of a ected residents, myself included, did not see the need for such a study or the implementation of tra ic calming measures. Despite this, the study proceeded, and I have recently observed the installation of a median island near my residence at . Unfortunately, this installation has not yielded the intended results. Vehicles now simply veer to the right of the median and continue at the same speed, rendering the measure ine ective as a speed deterrent. More importantly, the placement of this median has eliminated all street parking in front of my home. This is not only inconvenient but also creates significant accessibility issues. I Page 159 of 173 have a family member with a disability who relies on a large PACE bus for transportation. With no street parking available in front of my home, their access is now severely limited. Additionally, it seems inequitable that only a few homes—such as mine—have lost street parking, while others remain una ected. If such measures must be implemented, they should be placed in front of homes where residents explicitly supported the proposal, not those who did not express a concern or who were against it. In closing, if the city truly intends to improve safety while maintaining quality of life and accessibility, I urge you to consider alternative solutions such as speed bumps or speed cameras. These options are far less disruptive to residents and more equitable. Thank you for your time and consideration, 6/5/2025 To whom it may concern, With the recent temporary measures installed on Audrey Lane and Hatlen Ave., we would like to comment. The measures do not seem to slow tra ic much. Tra ic seems to get used to the obstacles and can easily speed around them. Large trucks, trailers, semi-trucks could have an issue navigating the obstacles. The measures push tra ic more to the side of the street, which is a concern The measures could get hit by tra ic. This could even cause vehicles to leave the road. Street parking is a ected. Moreover, when there are vehicles parked on the street, the combination of the vehicles and obstacles create confusing situations that could cause accidents. Suggestions for solutions remain to simply add stop signs at intersections; especially Audrey Lane and Grindel Drive, and Hatlen Ave. and Grindel Drive. This forces vehicles to slow. Added stop signs, plus random but regular policing for tra ic duty, along with the speed signs already installed could be more e ective with less side e ects, and much more inexpensive. Regards, Page 160 of 173 6/6/2025 Good Afternoon. Yes, definitely something needs to be done regarding folks speeding through this subdivision. I believe there were too many barriers in place and maybe some opportunities missed. Most nights, Lincoln St. is a speedway of autos, motorcycles, motor scooters (standing), etc. The one barrier so close to the intersection of Central and Audrey could be dangerous, as someone turning in might not expect it and could hit someone waiting to turn out on Central. Will additional lights be added? I found it di icult to see the barriers at night even with all the reflectors, and I knew where they were located. I saw many folks ignoring the "No Parking" signs, from an Amazon delivery truck to someone's lawn service. What would happen during the winter when the snow piles up? Does this impact refuse & recycling removal? Emergency services? The Fall leaf program? 6/6/2025 Following up on the most recent tra ic study and the review of the documentation going all the way back to 1995. I have the following comments I'd like to add to my previous survey. thank you providing this very helpful information including the MUTCD Stop Sign Warrants published in December 2023 and the many years of documentation of this problem going back to 1995. To the response to the previous survey (attached), I'd like to add the following additional comments: STOP SIGNS The stop signs used on Grendel at both Hatlen and Audrey require stops for a grand total of 8 cars not the hundreds of cars daily that travel down Audrey and I do not know how many travel on Hatlen on a daily basis. (Hand-drawn document attached.) While doing research in Arlington Heights, on both Dryden between Central and Davis, and Waterman between Northwest Hwy and Kensington, I have observed 4 way stop signs every Page 161 of 173 two blocks. According to ; 4 way stop signs for Audrey or moving the signs from Grendel to Audrey and Hatlen don't meet the Stop Sign Warrants MUTCD (see doc included). However, I note in the minutes of the August 17, 1995 Connie Lane closure information meeting, which included Mayor Skip Farley. The minutes reflect, "He(the mayor) pointed out that Mount Prospect is a Home Rule Community. As such, we have installed stop signs even if not warranted by state standards," and under Home Rule, we can make that decision (copy attached). I propose that the stop signs be placed on Audrey both at Grendel and Connie and Hatlen somewhere appropriate and removed from Grendel. I have noted that there are stop signs with solar red lights that go around the stop signs to draw attention to them. MOST RECENT TRAFFIC CALMING ATTEMPT I do not believe the tra ic circle at Grendel was any benefit, nor were the islands placed up and down Audrey and Hatlen particularly e ective, AND would eliminate several parking spots. Also, pushing the tra ic on Connie over to south side of the street between Meier and Audrey did not slow down or eliminate any tra ic and several cars continued to ignore and not stop at the corner of Connie and Audrey. WHAT'S THE NEXT STEP TO ADDRESS THIS PROBLEM THAT HAS BEEN GOING ON FOR MORE THAN 30 YEARS? Also included is a picture taken at a Flamingo Friday (potluck event) on May 30th which shows a sampling of the number and ages of children on just 2 blocks of Audrey and 2 houses on Hatlen. There are several more children who were not in attendance. I respectively request the village work towards a safe solution and thank the e orts of Public Works and the village trustees and all who are or will be involved to eliminate a potential devastating situation. Page 162 of 173 Page 163 of 173 Page 164 of 173 6/6/2025 My name is and I've resided at Mount Prospect since September 1994. As you know, Audrey Lane is a very popular cut through with tra ic volume and speed posing problems for residents in the community. I appreciate your e orts in trying to figure out a way to reduce volume and speed on Audrey Ln but I'm not in favor of the temporary measures as I don't feel they had much of an impact. I also doubt that 4 way stop signs at Connie/Grindell would have much of an e ect as I see many people not coming to a complete stop with the current 2 way stop signs. Perhaps a trial of closing Connie at Meijer? I know that this will be very unpopular but would most definitely reduce the use of Audrey as a cut through. Maybe there are other options that can be trialed? Thanks again for your e orts. Page 165 of 173 MAYOR VILLAGE MANAGER Paul Wm. Hoefert Michael J. Cassady TRUSTEES DIRECTOR OF PUBLIC WORKS Vincent J. Dante Sean Dorsey Terri Gens William A. Grossi Phone: 847/870-5640 John Matuszak Fax: 847/253-9377 Colleen E. Saccotelli www.mountprospect.org MINUTES OF THE MOUNT PROSPECT TRANSPORTATION SAFETY COMMISSION CALL TO ORDER The meeting of the Mount Prospect Transportation Safety Commission was called to order at 7:00 p.m. on Monday, March 10, 2025. ROLL CALL Present upon roll call: Justin Kuehlthau Chairman Christopher Prosperi Vice Chairman Tina DeAragon Commissioner Jeffrey Nejdl Commissioner B-L Pellicore Commissioner Charlie Lowry Commissioner Aaron Grandgeorge Fire Department Representative Luke Foresman Project Engineer – Staff Liaison Absent: Scott Moe Public Works Department Representative Nicholas Mavraganis Police Department Representative – Arrived at 7:05 PM Others in Attendance: Mike Topolewski Resident 515 S. William Susan Ostroluski Resident 116 S. Audrey Carol Ceimo Resident 100 S. Audrey Henry Lopez Resident 605 S. William Vito LiRosi Resident 17 S. Audrey Dennis Voss Resident 700 S. William Jose DeChoudens Resident 7 S. Audrey Eleanor Slesicki Resident 814 S. William Brad Gates Resident 18 S. Audrey Rick & Diane McNulty Residents 1908 Connie Debbie Geavaras Resident 200 S. Audrey Matt Lawrie Village Engineer TSC Meeting Page 1 of 8 March 10, 2025 Page 166 of 173 APPROVAL OF MINUTES Staff Liaison Foresman presented the following to the Commission for inclusion as an addition to the draft minutes that were included in the agenda packet: Under the discussion section for the Arterial Bike Network Study, add the following.  “Commissioner DeAragon had two questions relating to trees. Could trees be transplanted if they are in the way of a shared use path? And can we plan ahead so when trees on future path routes are planted, they are planted so that they will not conflict with proposed paths? Staff Liaison Foresman indicated he would check with the Forestry Division and follow up with the Commission. o Post Meeting Note: The Forestry Division indicated they typically do not relocate trees due to Public Works not having the necessary equipment and the cost associated with tree relocation. But it could be looked at on a case-by-case basis. They were also open to referencing the Arterial Bike Network Study when planting trees in the future to avoid conflicts with proposed paths.  Commissioner DeAragon asked if burying utilities was a possibility to avoid conflicts. Staff Liaison Foresman indicated the cost of burying utilities would have to be paid by the Village and would be prohibitively expensive. Additionally, underground separation requirements would have to be met which may not be possible in all locations.” Commissioner Pellicore, seconded by Vice Chairman Prosperi, moved to approve the minutes of the regular meeting of the Transportation Safety Commission held on February 10, 2025. The minutes were approved by a vote of 7-0. CITIZENS TO BE HEARD None. OLD BUSINESS None. NEW BUSINESS A: Hatlen Heights – Friendly Neighborhood Streets Program Staff Liaison Foresman presented the following on the Hatlen Heights Study: Background: The study limits include:  Audrey Lane from Central Road to Bonita Avenue  Hatlen Avenue from Central Road to Bonita Avenue  Bonita Avenue from Hatlen Avenue to Lincoln Street  Connie Lane from Meier Road to Hatlen Avenue  Meier Road from Lincoln Street to Connie Lane A petition for the Friendly Neighborhood Streets Program for Audrey Lane was received on October 2, 2024. Staff found the street qualified for the program and determined the study area. TSC Meeting Page 2 of 8 March 10, 2025 Page 167 of 173  Initial Public Staff sent a letter to all properties in the study area (excluding Meier Road at this Outreach: time) to solicit input on existing traffic issues. 134 surveys were sent out and 27 were returned. While Staff reviewed all responses, the below themes were the focus of the study:  Reducing vehicle speeds  Reducing “cut-through” traffic  Increasing pedestrian safety at intersections  Increasing stop sign compliance Initial Plan: Staff developed an initial traffic calming plan to address the perceived traffic issues in the neighborhood. This plan includes the following traffic calming measures:  Median Islands  Mini-Traffic Circles  Pavement Markings  Speed Feedback Signs – As an option Plan exhibits were prepared and presented to the Commission showing the location and approximate size of the traffic calming measures. Liaison Foresman reiterated that this is the initial design developed by Staff and will be updated with input from the Commission and the public. The following measures were not included in the initial plan:  Bump Outs – Streets are too narrow to install bump outs and have the desired traffic calming effect  Stop Signs – Stop signs cannot be used for speed control  Speed Bumps – Speed bumps are not a part of the Village’s traffic calming toolbox  Choke Points – Not preferred by Public Works due to maintenance concerns Road closures were suggested by some residents but were not included for the following reasons:  Would increase response time for Police and Fire  Would limit access for Police and Fire  Would increase maintenance for Public Works  Could increase traffic on other streets in the neighborhood  Was trialed in the 1990’s and it was decided not to keep the closure in place, we would expect similar issues if the roads were closed again Second Public A resident information bulletin and survey were sent to all addresses within the Outreach: expanded study area, including Meier Road from Lincoln Street to Connie Lane, introducing the initial preferred alternative and requesting feedback from residents on it. The public comment period is open until Friday March 15th. TSC Meeting Page 3 of 8 March 10, 2025 Page 168 of 173  Temporary Temporary measures were unable to be installed prior to the meeting due to Measures: weather. Staff will work to install temporary measure this spring to trial the revised design. On-Site Meeting: This Transportation Safety Commission meeting is serving as the “on-site” meeting as outlined in the Friendly Neighborhood Streets Program due to the study taking place over the winter. Next Steps: Once the public comment period ends, Staff will review the comments and revise the design as appropriate. When the final preferred alternative is ready, residents will be set a letter containing plans of the proposed traffic calming project and a ballot to express their desire for a project to move forward or not. When the balloting period ends, there will be a Transportation Safety Commission meeting to discuss the final preferred alternative and results of the balloting. It will then be up to the Commission to recommend the project to the Village Board or not. If the project is forwarded to the Village Board, the Village Board will have final approval of the project prior to construction. Discussion: The following is a summary of the discussion on the initial plan:  There was concern raised by residents over how mini-traffic circles would function and how drivers would know how to navigate them.  Parking concerns were raised over the impact the proposed traffic calming measures would have on street parking.  It was mentioned the only way to remove cut-through traffic on the streets would be to dead end multiple streets in the neighborhood.  There was a comment that parked cars on the street have a traffic calming effect.  There was concern over the possibility of driver’s hitting the traffic calming measures, causing damage to vehicles.  A resident wanted to make sure traffic calming measures as proposed would not shift traffic to other streets in the neighborhood.  The initial design would prohibit parking on Connie Lane between Meier Road and Audrey Lane. There was concern that there is not sidewalk access along the east side of Meier Road. Action: There are no action items for this agenda item. The discussion from the meeting, along with comments received from the public, will guide Staff as they revise the initial plan to develop the preferred alternative. TSC Meeting Page 4 of 8 March 10, 2025 Page 169 of 173 B: William Street – Friendly Neighborhood Streets Program Staff Liaison Foresman presented the following on the William Street Study: Background: The study limits include William Street from Prospect Avenue to Golf Road. A petition for the Friendly Neighborhood Streets Program for William Street was received on September 30, 2024. Staff found the street qualified for the program and determined the study area. Initial Public Staff sent a letter to all properties in the study to solicit input on existing traffic Outreach: issues. 78 surveys were sent out and 25 were returned. While Staff reviewed all responses, the below themes were the focus of the study:  Reducing vehicle speeds  Reducing the number of vehicles  Addressing parking issues related to activities at Sunrise Park  Addressing crosswalk safety concerns south of the bridge over Weller Creek  Increasing pedestrian safety at intersections  Increasing stop sign compliance Initial Plan: Staff developed an initial traffic calming plan to address the perceived traffic issues in the neighborhood. This plan includes the following traffic calming measures:  Median Islands  Intersection Bump Outs  Pavement Markings  Speed Feedback Signs – As an Option Plan exhibits were prepared and presented to the Commission showing the location and approximate size of the traffic calming measures. Liaison Foresman reiterated that this is the initial design developed by Staff and will be updated with input from the Commission and the public. The following measures were not included in the initial plan:  Stop Signs – Stop signs cannot be used for speed control  Speed Bumps – Speed bumps are not a part of the Village’s traffic calming toolbox  Choke Points – Not preferred by Public Works due to maintenance concerns Road closures were suggested by some residents but were not included for the following reasons:  Would increase response time for Police and Fire  Would limit access for Police and Fire  Would increase maintenance for Public Works  Could increase traffic on other streets in the neighborhood TSC Meeting Page 5 of 8 March 10, 2025 Page 170 of 173  Second Public A resident information bulletin and survey were sent to all addresses within the Outreach: study area introducing the initial preferred alternative and requesting feedback from residents on it. The public comment period is open until Friday March 15th. Temporary Temporary measures were unable to be installed prior to the meeting due to Measures: weather. Staff will work to install temporary measure this spring to trial the revised design. On-Site Meeting: This Transportation Safety Commission meeting is serving as the “on-site” meeting as outlined in the Friendly Neighborhood Streets Program due to the study taking place over the winter. Next Steps: Once the public comment period ends, Staff will review the comments and revise the design as appropriate. When the final preferred alternative is ready, residents will be set a letter containing plans of the proposed traffic calming project and a ballot to express their desire for a project to move forward or not. When the balloting period ends, there will be a Transportation Safety Commission meeting to discuss the final preferred alternative and results of the balloting. It will then be up to the Commission to recommend the project to the Village Board or not. If the project is forwarded to the Village Board, the Village Board will have final approval of the project prior to construction. Discussion: The following is a summary of the discussion on the initial plan:  Soccer games at Sunrise Park are the primary cause of parking issues at the south end of William Street. Suggested staggering games to allow attendees from earlier games to leave before the next round of parents and players arrive.  There were concerns about removing parking on the west side of William Street south of Weller Creek.  Concerns over bump outs impacting traffic, the Commission confirmed that two-way traffic would be maintained at all times with all traffic calming measures.  Comment against bump outs due to impact on parking and not seeing them as being necessary.  Comment that alley traffic north of Sha Bonee Trail should be considered when reviewing the plan.  Comment on how traffic calming measures would affect cyclists. Commissioner Lowry responded that slower vehicle speeds would be preferred for cyclists, even if traffic calming measures force them to share a lane.  Comment on how traffic calming is needed due to the large amount of children on the street.  Comment that residents do not feel a need for traffic calming.  Comment that the stop signs at the intersection of William Street and Council Trail are regularly ignored. TSC Meeting Page 6 of 8 March 10, 2025 Page 171 of 173   Concern over the proposed bump out at the intersection of Berkshire Lane and William Street being too large.  The Commission would like to be informed when trial measures are installed.  Comment over how balloting would work going forward. Action: There are no action items for this agenda item. The discussion from the meeting, along with comments received from the public, will guide Staff as they revise the initial plan to develop the preferred alternative. C: Arterial Bike Network Study Staff Liaison Foresman presented the following on the Final Report of the Arterial Bike Network Study: Background: The Village’s existing Bike Plan was adopted in 2012. Since then, the Village has installed 28 miles of on-street bike routes, completing Phase I of the Bike Plan. Phases II and III are to install bike facilities along arterial roads, however more study was needed to determine how those could be built The Village applied for and was awarded a planning grant from the State of Illinois in 2022 and was able to retain a consultant to develop the Arterial Bike Network Study in 2023 and 2024. The draft final report of the Arterial Bike Network Study was presented to the Transportation Safety Commission at the February 10 th Meeting and the Village Board at the February 18 th Committee of the Whole meeting for comment. Comments received at those meeting were incorporated into the final report. Changes from Below are changes made to the study between the draft and final document. The Draft Report: page numbers are the page of the PDF study document:  Page 49 – Euclid Avenue – East Section Cost Estimate Updated  Page 56 – Kensington Road – Corridor Routing Updated  Page 57 – Kensington Road – Facility Type Corrected  Page 79 – IL 83 (Main Street) – Corridor Routing Updated  Page 84 – Golf Road – Corridor Routing Updated  Page 90 – ComEd Trail – Cost Estimate Updated  Page 106 – Cost Estimate Table – Updated There was discussion at the February 10th Transportation Safety Commission about safe crossings of arterial roads to access the proposed shared-use paths. The design and location of the crossings will be included in future design engineering of a corridor and are not a part of this study. Recommendation: Staff recommends the Transportation Safety Commission recommend the Village Board adopt the Arterial Bike Network Study and its appendixes. Option: Action at the discretion of the Commission. Discussion: None. TSC Meeting Page 7 of 8 March 10, 2025 Page 172 of 173  Motion: Commissioner Pellicore motioned for the Transportation Safety Commission recommend the Village Board adopt the Arterial Bike Network Study and its appendixes. Commissioner Lowry seconded the motion. The motion was approved by a vote of 7-0. Representative Mavraganis was not present for the vote. COMMISSION ISSUES Liaison Foresman informed the Commission that the Village’s Human Services department was currently developing a Transit Study and provided information on the public survey for that study: https://www.mountprospect.org/departments/human-services/transit-study#!/ ADJOURNMENT With no further business to discuss, the Transportation Safety Commission voted 7-0 to adjourn at 9:40 p.m. upon the motion of Commissioner Pellicore. Commissioner Nejdl seconded the motion. Respectfully submitted, Luke Foresman, P.E. Project Engineer H:\Engineering\Traffic\safety_commission\_MINUTES\2025\3-March - FNSP, ABNS\TSC-3-March Minutes.docx TSC Meeting Page 8 of 8 March 10, 2025 Page 173 of 173