Approval of November 2020 Traffic Committee Resolutions

Engineering Division 203 South Troy Street Royal Oak, MI 48067 www.romi.gov

November 25, 2020

The Honorable Mayor Fournier and Members of the City Commission:

The Royal Oak Citizens Traffic Committee meeting, held remotely, was called to order at 7:02 p.m. on Tuesday, November 24, 2020 by Chairperson Dan Godek. The minutes of this meeting (Attachment 1) and the backup information for the minutes (Attachment 2) are provided for your information.

The following resolutions are offered to make the regulatory, permanent traffic control orders in accordance with the “Uniform Traffic Code for Cities, Townships, and Villages” adopted by the commission on September 22, 2003:

Be it resolved; the city commission approves the traffic committee’s recommendation to deny the installation of north/south stop signs on Kayser Avenue at E. Sixth Street and east/west stop signs on Irving Avenue at E. Sixth Street as denoted on the traffic committee agenda item 6.A; and

Be it further resolved; the city commission approves the traffic committee’s recommendation to deny the removal of the ‘No Outlet’ sign adjacent to 529 Florence, as denoted on the traffic committee agenda item 6.B; and

Be it further resolved; the city commission approves the traffic committee’s recommendation to remove the pedestrian signal, controller, stop bar striping, and “Stop Here on Red” signs on Normandy Road at Durham Road; to keep the existing handicap ramps and crosswalk striping in place, the existing pedestrian crossing signs at the intersection, and to install additional pedestrian crossing signs approximately 200 feet in advance of the intersection in each direction; to evaluate the intersection for pedestrian refuge islands or bump-outs when the road is resurfaced in the future, as denoted on the traffic committee agenda item 6.C; and

Be it further resolved; the city commission approves the traffic committee’s recommendation to authorize the city engineer to terminate the lease agreement with Grand Trunk Western Railroad for the paved area along the railroad between E. Seventh Street and S. Main Street pending site plan approval from the Planning Division and the Engineering Division for the proposed parking enhancement work at Royal Oak Manor; to install “No Outlet” signs at the intersection of E. Seventh Street and Williams Street; and to evaluate the road width at the proposed dead-end of E. Seventh Street to determine if a wider paved area is needed for vehicles to turnaround as denoted on the traffic committee agenda item 6.D; and

Be it further resolved; the city commission approves the traffic committee’s recommendation to maintain the existing speed limit signs on N. Main Street between 11 Mile Road and 12 Mile Road, and to change the speed limit signs on N. Main Street to be “30 MPH” signs between 12 Mile Road and the northern city limit as denoted on the traffic committee agenda item 6.E; and

Be it finally resolved; the city commission approves the traffic committee’s recommendation to present the following options to residents on Albert, Merrill, Parker, Warick and Trafford (Webster to Woodward) via letter:

• Option 2 - No Right Turn / Do Not Enter signs at Coolidge for PM peak hours only • Option 3 - No Right Turn / Do Not Enter signs at Woodward for AM peak hours only • Option 2 and Option 3 combined • Option 5 - Install pedestrian islands and/or bump-outs with green infrastructure • Option 6 - Install speed humps • Option 7 - Partial closure of road west of Woodward Alley by installing a permanent concrete diverter with green infrastructure (no eastbound traffic allowed)

To create an online survey to gauge resident interest and share results of the survey at a future traffic committee meeting and ultimately city commission meeting to determine if any action should be taken; to communicate cut-through concerns with Beaumont Hospital officials to request their staff avoid local streets for hospital access as denoted on the traffic committee agenda item 6.F.

Respectfully submitted, Holly J. Donoghue, P.E. City Engineer

Approved,

Paul J. Brake, ICMA-CM, CEcD City Manager

2 Attachments

Attachment 1

Engineering Division 203 S. Troy Street Royal Oak, MI 48067

Citizens Traffic Committee Meeting Minutes November 24, 2020

A regular meeting of the Royal Oak Citizens Traffic Committee was held remotely on Tuesday, November 24, 2020, broadcasted from city hall, 203 S. Troy Street, Royal Oak.

1. Call to Order

The meeting was called to order by Chairperson Godek at 7:02 p.m.

2. Roll Call:

Present Also Present Dan Godek, Chairperson Holly Donoghue, P.E., City Engineer Amanda Morris-Smith Stephen Pernal, Civil Engineer III Richard Karlowski Jennifer Caudill, Municipal Clerk III Thomas Allen Lt. Karly Renaud, Police Andrew Kowalkowski Belem Morales Absent Blaine Tillander (alternate) Mark Steiner

3. Approval of Traffic Committee Meeting Minutes of September 29, 2020

Moved by: Thomas Allen

Supported by: Blaine Tillander

Motion adopted unanimously

4. Public Comment

5. Rescheduled Items/Old Business

City Engineer, Holly J. Donoghue, updated the committee on the commission resolutions from the previous traffic committee meeting and recommendations.

Attachment 1 Citizens Traffic Committee November 25, 2020 November 24, 2020 Meeting Minutes Page 2 of 5

6. Business Items

6.A Request to add stop signs at E. Sixth Street and Kayser Avenue and at E. Sixth Street and Irving Avenue

A request was received from Wendi Henning of Kayser Avenue to install four-way stops at the intersections of E. Sixth Street and Kayser Avenue and E. Sixth Street and Irving Avenue. She states many children and families cross the street here to access Grant Park and is concerned there could be a serious pedestrian event. The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends denying the request to install north/south ‘Stop’ signs on Kayser Avenue at E. Sixth Street and east/west ‘Stop’ signs on Irving Avenue at E. Sixth Street

Moved by: Amanda Morris-Smith

Supported by: Belem Morales

Motion adopted unanimously

6.B Request to remove the ‘No Outlet’ sign adjacent to 529 Florence Avenue

A request was received from Liz Tierney of 529 Florence Avenue to remove the ‘No Outlet’ sign adjacent to her property. She states the sign installation request did not go before the committee and disagrees with its requirement and placement because the street is very quiet. The sign is only 100 feet from the ‘road ends’ sign at the dead end. She feels this extra sign is unnecessary, intrusive, and redundant because there is already a ‘No Outlet’ sign placed at the Florence and Maple intersections which is where vehicles and delivery trucks would enter the block. She also states that they do not have enough traffic coming onto their street to warrant this extra sign; the block is very short with only 3 houses total. Jody Miller of 525 Florence Avenue also contacted the Engineering Division to request that the sign remain in place. She states it has greatly reduced traffic that turns around in her driveway. She states that an additional turn-around apron on the north side of the street would help with traffic turning around. The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue.  Liz Tierney of 592 Florence Avenue spoke regarding the burden of the sign and that there is minimal traffic on their short block, so the sign is unnecessary.  Jody Miller of 525 Florence Avenue spoke about how the sign has helped with reducing the number of vehicles turning around in her driveway. She noted it is very difficult for cars to turn around at the end of the block and noted that adding no parking zones would help, but that her neighbors were not in favor of the change.

The Citizens Traffic Committee recommends denying the request for removal of the ‘No Outlet’ sign adjacent to 529 Florence. Attachment 1 Citizens Traffic Committee November 25, 2020 November 24, 2020 Meeting Minutes Page 3 of 5

Moved by: Thomas Allen

Supported by: Blaine Tillander

Motion adopted unanimously

6.C Warrant for pedestrian signal and crosswalk on Normandy Road at Durham Road

A request was received from the Department of Public Services to review the warrant for the pedestrian signal and crosswalk on Normandy Road at Durham Road after the existing signal was damaged from a vehicular crash. Additionally, Mr. Patrick McGee and Ms. Jessica Dornbush McGee of 4524 Elmhurst Avenue requested that the pedestrian signal be reinstalled to ease access to Elks Park, Normandy Oaks Park and Japhet School for pedestrians.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue.  Patrick McGee spoke regarding the study, he felt it was not thorough enough and that there were some errors in the information presented. He felt the study was not accurate due to the weather conditions and the short duration of the traffic counts, and thought that a speed study should have been performed. He believes the signal should be reinstalled and paid for by the insurance of the person who damaged the signal.

The Citizens Traffic Committee recommends removal of the pedestrian signal, controller, stop bar striping, and “Stop Here on Red” signs on Normandy Road at Durham Road; to keep the existing handicap ramps and crosswalk striping in place; to maintain the existing pedestrian crossing signs at the intersection; to install additional pedestrian crossing signs approximately 200 feet in advance of the intersection in each direction; to evaluate the intersection for pedestrian refuge islands or bump-outs when the road is resurfaced in the future.

Moved by: Amanda Morris-Smith

Supported by: Thomas Allen

Motion adopted unanimously

6.D Proposed closure of connector between E. Seventh Street at S. Main Street

Royal Oak Manor at 606 Williams Street is a senior high-rise development that has been working for several years to provide more parking for residents. One proposed solution is to expand their parking to the southeast into the railroad’s right-of-way, and staff is working with the property managers to evaluate their plan. The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Attachment 1 Citizens Traffic Committee November 25, 2020 November 24, 2020 Meeting Minutes Page 4 of 5

Mr. Godek opened the floor to those interested in speaking on this issue.  Jason of 120 E. Seventh Street spoke regarding his concerns of vehicles using his driveway as a turn-around. Without the exit onto Main Street he is concerned even more patrons of the downtown who are looking for parking will use his driveway to turn around.

The Citizens Traffic Committee recommends authorizing the city engineer to terminate the lease agreement with Grand Trunk Western Railroad for the paved area along the railroad between E. Seventh Street and S. Main Street pending site plan approval from the Planning Division and the Engineering Division for the proposed parking enhancement work at Royal Oak Manor; installing “No Outlet” signs at the intersection of E. Seventh Street and Williams Street; and evaluating the road width at the proposed dead-end of E. Seventh Street to determine if a wider paved area is needed for vehicles to turnaround.

Moved by: Thomas Allen

Supported by: Belem Morales

Motion adopted unanimously

6.E Review of speed limit on N. Main Street

At the August 26, 2019 city commission meeting, the traffic committee recommended that the speed limit on N. Main Street be increased to 30 mph north of 12 Mile Road. The city commission did not approve this change at the meeting and instead directed staff to also evaluate the speed limit on N. Main Street from 11 Mile Road to 12 Mile Road to ensure it was also appropriately signed. The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends maintaining the existing speed limit signs on N. Main Street between 11 Mile Road and 12 Mile Road, and changing the speed limit signs on N. Main Street to be “30 MPH” between 12 Mile Road and the northern city limit (12 signs).

Moved by: Richard Karlowski

Supported by: Andrew Kowalkowski

Motion adopted unanimously

6.F Review of traffic calming options for Merrill Avenue between Woodward Avenue and Coolidge Highway

Attachment 1 Citizens Traffic Committee November 25, 2020 November 24, 2020 Meeting Minutes Page 5 of 5

At the October 12, 2020 city commission meeting, the commission directed staff to bring various traffic calming options to the next traffic committee meeting for review, and recommendations to the city commission due to excessive speeding and traffic volumes on the block. The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue.  Stephanie Bald of 3178 Merrill Avenue spoke regarding the traffic issues on her street. She is hoping for a traffic calming solution like bump outs, curb extensions, chicanes or middle islands. She cares for a special needs child and has concerns about the speeding vehicles on the street. She also mentioned her concerns regarding trucks and noise on her block.

The Citizens Traffic Committee recommends presenting Options 2, 3, 2&3 combined, 5, 6 and 7 to residents on Albert, Merrill, Parker, Warick and Trafford (Webster to Woodward) via letter and to create an online (and mail-in) survey to gauge resident interest; to share results of the survey at a future traffic committee meeting and ultimately city commission meeting to determine if any action should be taken; to communicate cut-through concerns with Beaumont Hospital officials to request their staff avoid local streets for hospital access.

Moved by: Belem Morales

Supported by: Blaine Tillander

Motion adopted unanimously

7. Information Only Items

8. Adjourn

Upon the motion of Richard Karlowski, seconded by Belem Morales, and adopted unanimously, the regular meeting was adjourned at 8:46 p.m.

Cc: Traffic Committee Members, Inc. Ex-Officio Members:

Shelly Kamp, Chamber of Commerce Mary Beth Fitzpatrick, Royal Oak School Superintendent Candi Drouillard, PTA Council President Corrigan O’Donoghue, Police Chief Lieutenant Chris Annetta Dave Cummins, Fire Chief Tim Thwing, Director of Community Development Greg Rassel, Director of Recreation and Public Services

6A. Wendi Henning 6B. Liz Tierney 6C. Patrick McGee

Attachment 2

Citizens Traffic Committee Meeting November 24, 2020 7:00 P.M. Agenda Explanation

1. Call to Order

2. Roll Call

Preamble

"The Traffic Committee consists of Royal Oak property owners appointed by the City Commission. We are volunteers and are not paid or elected. What we decide tonight is merely a recommendation to the City Commission. If you do not agree with the findings or decisions of this committee, you may go before the City Commission and petition and/or discuss your issue with them. At this meeting you will be given an opportunity to speak during your item on the agenda. However, at the City Commission meeting, you must be recognized during "public comment" on their agenda, not when the Traffic Committee resolutions are being voted upon. Otherwise you will not be able to voice your concerns.

It is important to understand that professionals make preliminary recommendations to the Traffic Committee. They consist of civil and traffic engineers, outside consultants and public safety officials. You may have been informed that these professionals have denied your request or petition. This denial does not mean that this committee will vote that way; however, we are committed to discussing the issues at hand in a pragmatic and sensible manner. Our ultimate recommendation to the City Commission will be one that benefits our citizens and community as a whole."

3. Minutes – September 29, 2020

4. Public Comment – Items Not on the Agenda

5. Rescheduled Items and Old Business

5.A Results of September Traffic Committee Recommendations to city commission

Staff brought the September 29, 2020 traffic committee’s recommendations to the October 12, 2020 city commission meeting. The city commission approved all items with the following exceptions: • Item 6D from September 29, 2020 traffic committee meeting:

The commission denied permit parking adjacent to 4261 Cooper Avenue because they did not think the need to allocate parking was justified, especially considering the vacant businesses at the corner of Woodward and Nakota. They noted that this area could be

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Attachment 2

considered in the future if new businesses on Woodward cause a hardship for the property owner. • Item 6J from September 29, 2020 traffic committee meeting:

The city commission did not approve the request to allow for parking on the north side of Merrill Avenue as a way to calm traffic. The commission did not think it would be an effective deterrent and could end up pushing more traffic volumes to the adjacent streets. Additionally, there were many public comments opposed to the committee’s recommendation. The City Commission directed staff to provide various options to help with the traffic speeding and volume issues on Merrill Avenue for the November traffic committee meeting, and to bring the committee’s recommendations to the city commission afterward. This topic is included in the agenda item 6F below.

6. Business Items

6.A Request to add stop signs at E. Sixth Street and Kayser Avenue and at E. Sixth Street and Irving Avenue

The Staff Traffic Committee has reviewed this request and determined that:

1. Kayser Avenue, Irving Avenue and E. Sixth Street are all 27-foot wide local roads consisting of composite pavement with concrete curb and gutter. 2. There are currently “no parking” signs along Grant Park on Kayser, E. Sixth and Irving. 3. The existing stop signs at Kayser are in the east / west direction, and the stop signs at Irving are in the north/south direction as shown below.

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Attachment 2

No Parking

4. The three-year (2017-2019) accident report showed no accidents at the intersections. There was one prior accident in 2016 at Kayser and Sixth where an eastbound vehicle failed to yield to a northbound vehicle. 5. Grant Park is used for organized soccer near these intersections, which can lead to congested street parking. 6. The city requested traffic counts from the TIA, which were measured on July 20, 2020:

Vehicles Kayser & Sixth Per Day E. Sixth (west of Kayser) 331

E. Sixth (east of Kayser) 242

Kayser (north of E. Sixth) 424

Kayser (south of E. Sixth) 309

Vehicles Irving & Sixth Per Day E. Sixth (west of Irving) 322

E. Sixth (east of Irving) 319

Irving (north of E. Sixth) 82

Irving (south of E. Sixth) 169

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Attachment 2

7. All legs of the intersections are at the low end of traffic counts for a local street (0 to 600 vehicles per day). 8. Based on the Michigan Manual of Uniform Traffic Control Devices (MMUTCD) these intersections do not meet the recommended criteria for a multi-way stop application. However, there may be increased pedestrian volumes during park events. 9. Many of Royal Oak’s parks have 4-way stops adjacent to the parks. Suggested Staff Recommendation: To deny the installation of north/south stop signs on Kayser Avenue at E. Sixth Street and east/west stop signs on Irving Avenue at E. Sixth Street. Estimated cost: $0 Moved by: Dave Cummins

Supported by: Aaron Filipski

6.B Request to remove the ‘No Outlet’ sign adjacent to 529 Florence Avenue

The Staff Traffic Committee has reviewed this request and determined that: 1. Florence Avenue is a 27-foot wide local road consisting of composite pavement with concrete curb and gutter. 2. Florence Avenue east of Edgewood Drive is a dead-end roadway approximately 100 feet long with two residential driveways on the south side and no driveways on the north side. 3. The three year accident history (2017-2019) shows no crashes in the area. 4. In fall 2019, the city engineer issued a work order to clean up the vegetation at the dead end and to add a “Dead End” sign above the existing red reflector sign. He also directed installation of a “No Outlet” sign five feet east of the driveway for 601 Florence (in front of 529 Florence). 5. The following photo shows the location of existing signage on the block:

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Attachment 2

6. There is also an existing “No Outlet” sign one block west at Maple/Florence. 7. The city requested traffic counts from the TIA which were measured during the week of October 5, 2020. The counter was placed east of Edgewood Drive between 525 and 529 Florence Avenue, and the measurements are graphed below.

Florence Avenue Traffic Counts November 4-8, 2020 20 18 16 14 11 12 10 9 10 8 8 7 8 6 6 5

Number of Vehicles of Number 3 4 2 2 0 Wednesday Thursday Friday Saturday Sunday

Eastbound Westbound

8. The daily traffic on the street ranges from 13 vehicles to 18 vehicles, with an average of 14 vehicles per day. 9. There is only a 5-foot wide greenbelt on the north side of Florence. Using turning templates for a standard passenger vehicle, paving a turn-around area on the north side

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Attachment 2

of Florence does not provide enough room for a 3-point turn without using part of the driveway for 525 Florence. 10. Per the MMUTCD, the “No Outlet” sign may be used at the entrance to a road or road network from which there is no other exit, but there are no specific requirements for the sign to be installed or not installed. 11. As the homeowner of 525 Florence has stated that the sign is helpful in excluding turn- around vehicles, and it does not cause a hardship, the sign is recommended to remain in place. Suggested Staff Recommendation: To deny the removal of the ‘No Outlet’ sign adjacent to 529 Florence. Estimated cost: $0 Moved by: Aaron Filipski

Supported by: Dave Cummins

6.C Warrant for pedestrian signal and crosswalk on Normandy Road at Durham Road

The Staff Traffic Committee has reviewed this request and determined that: 1. Normandy Road is a 37-foot wide major road consisting of composite pavement with concrete curb and gutter. 2. Durham Road is 31-foot wide local road consisting of concrete pavement with integral curbing. 3. A pedestrian crossing traffic signal was approved by the city commission in 1981 to “provide a safe student pedestrian walkway to Starr Elementary School.” This school was closed in 2008. 4. On August 25, 2020, a tow truck hit and damaged the signal beyond repair. The Department of Public Service removed the signal equipment afterward and requested that the city determine if the signal should be replaced. The police report is provided in the attachments. 5. There are currently ADA-compliant handicap ramps and crosswalk striping along the west side of the intersection and stop bars are in place. The city installed temporary crosswalk signs at this location in October 2020 until a determination is made regarding the signal replacement. 6. The nearest signalized intersections with crosswalks are 875 feet east (Crooks Road) and 2,150 feet west (Delemere Boulevard).

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Attachment 2

7. The five-year accident report (2015-2019) shows one accident at this location where a car turning southbound onto Durham hit an eastbound bicyclist (at night, no lights on bicycle). This was classified as a “B” level accident (injury, non-incapacitating). 8. The city requested that the TIA perform a warrant study for this location. The traffic counts are as shown: Maximum Normandy / Durham Vehicle Counts Daily Traffic vehicles per hour Normandy – east of Durham 6,618 677 Normandy – west of Durham 6,716 695 Durham – south of Normandy 581 65

Normandy / Durham Pedestrian and Pedestrians Bicyclists Bike Counts* Crossing over Normandy on west 12 11 side of Durham (north/south) Crossing Durham on south side of 34 35 Normandy (east/west) Crossing past Durham on north side of 17 6 Normandy (east/west) *Count data is sum of peak hours (7am-9am + 11am-1pm + 3pm-6pm)

9. There are nine possible warrants for installation of a traffic signal, and the warrant study shows that none of them were met:

• Warrant 1: 8-hour vehicular volume • Warrant 2: 4-hour vehicular volume • Warrant 3: Peak-hour vehicular volume • Warrant 4: Pedestrian volume • Warrant 5: School crossing • Warrant 6: Coordinated signal system • Warrant 7: Crash experience • Warrant 8: Roadway network • Warrant 9: Intersection near a grade crossing

10. DPS noted that the annual maintenance cost for a traffic signal is not significant. However, when parts begin to fail in the future, the cost for repairs or replacement is fairly high.

11. The National Cooperative Highway Research Program (NCHRP) Report 562 provides best practices for unsignalized pedestrian crossings. This report notes that the minimum pedestrian volume for a peak-hour evaluation is 20 pedestrians per hour. The report recommends geometric improvements such as traffic calming, refuge islands and curb extensions be considered in lieu of signs/markings for pedestrian volumes lower than 20 per hour.

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12. Normandy Road from Coolidge Highway to Crooks Road is currently scheduled for resurfacing in 2023, and traffic calming is intended to be included in the design to allow for pedestrian refuge islands and possibly “bump-outs” to narrow the roadway. In the interim, installation of pedestrian crossing signs and keeping the crosswalk striping in place is recommended.

Suggested Staff Recommendation: To approve the removal of the pedestrian signal, controller, stop bar striping, and “Stop Here on Red” signs on Normandy Road at Durham Road; to keep the existing handicap ramps and crosswalk striping in place; to maintain the existing pedestrian crossing signs at the intersection; to install additional pedestrian crossing signs approximately 200 feet in advance of the intersection in each direction; to evaluate the intersection for pedestrian refuge islands or bump-outs when the road is resurfaced in the future.

Estimated cost: $1,200 Moved by: Aaron Filipski

Supported by: Dave Cummins

6.D Proposed closure of connector between E. Seventh Street at S. Main Street

Royal Oak Manor at 606 Williams Street is a senior high-rise development that has been working for several years to provide more parking for residents. One proposed solution is to expand their parking to the southeast into the railroad’s right-of-way, and staff is working with the property managers to evaluate their plan. The Staff Traffic Committee has reviewed this request and determined that:

1. E. Seventh Street is 37-foot wide road from Williams Street to the end of the city’s right- way (east of the railroad tracks). The road is classified as a major road because it is in the Central Business District. The pavement consists of concrete with integral curbing. 2. The city has a lease agreement with Grand Truck Western Railroad Company that allows for an existing 15-wide asphalt paved pathway connecting E. Seventh Street and S. Main Street on approximately a 45-degree angle. The city entered into this agreement in 1969. This pathway is signed for one-way traffic to the northwest. 3. There were no accidents at this location in the last three years 2017-2019.

4. CSI, Inc. is the property manager for Royal Oak Manor, and has submitted plans for additional parking in the railroad right-of-way as shown below. The work will include dead- end curbing, guardrail and signage at the west end of E. Seventh Street, and a sidewalk to connect pedestrian traffic between S. Main Street and E. Seventh Street. All work will be fully funded by CSI.

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5. The railroad has approved the proposed layout and has prepared a lease agreement with CSI for the work. The city must first terminate its lease agreement before it can go into effect. 6. Closing the connector between S. Main Street and E. Seventh Street will somewhat restrict access for Police, Fire and DPS, but the departments do not have major objection to the change of operation. 7. Properties adjacent to E. Seventh Street from S. Troy Street to S. Main Street will be notified of the Citizens Traffic Committee Meeting to voice any concerns regarding the proposed modifications.

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Suggested Staff Recommendation: To authorize the city engineer to terminate the lease agreement with Grand Trunk Western Railroad for the paved area between E. Seventh Street and S. Main Street pending site plan approval from the Planning Division and the Engineering Division for the proposed parking enhancement work at Royal Oak Manor. Estimated cost: $0 Moved by: Dave Cummins

Supported by: Aaron Filipski

6.E Review of speed limit on N. Main Street

The city requested an official speed limit study for N. Main Street from 11 Mile Road to 12 Mile Road in accordance with state law. The USLIMITS system is used for establishing speed limits on major roads. The investigation, performed by the Traffic Improvement Association (TIA), involved collecting traffic volume and speed data, a field review of the corridor and reviewing crash history. This data was input into the USLIMITS system and used to determine the appropriate speed limit. Based on the result of the USLIMITS analysis it is recommended that 25 MPH speed limit remain in effect for the section between 11 Mile Road and 12 Mile Road.

Suggested Staff Recommendation: To maintain the existing speed limit signs on N. Main Street between 11 Mile Road and 12 Mile Road; to change the speed limit signs on N. Main Street to be “30 MPH” between 12 Mile Road and the northern city limit (12 signs).

Estimated cost: $1,800 Moved by: Dave Cummins

Supported by: Aaron Filipski

6.F Review of traffic calming options for Merrill Avenue between Woodward Avenue and Coolidge Highway

The Staff Traffic Committee has reviewed this request and determined that:

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Attachment 2

1. Merrill Avenue is a 31-foot wide local road comprised of concrete pavement with integral curbing. 2. Merrill Avenue has been studied previously as part of a neighborhood speed and cut- through study throughout 2018-2019. The following data was obtained on April 11, 2018 and is expected to represent current conditions:

85th Percentile Vehicles Per Merrill Avenue Speed (mph) Day

Woodward to Coolidge 30 2,111

3. Merrill Avenue is one of five streets that connect Woodward Avenue to Coolidge Avenue south of 13 Mile Road. Changes on Merrill Avenue will likely impact the adjacent streets of Albert Avenue, Parker Drive, Warick Road and Trafford Road, and therefore these streets should be considered as part of the analysis. A table of the measured speed and peak traffic volumes from 2018 follows:

Eastbound Westbound 85th Street Percentile Peak Max vehicles Peak Max vehicles Speed Time per hour Time per hour Albert 27 PM 59 ≈ Same 95 Merrill 30 AM 243 PM 59 Parker 28 PM 19 PM 46 Warick 27 PM 38 PM 52 Trafford 31 ≈ Same 22 PM 83

4. The city previously installed temporary, partial barriers on each of the five streets that disallowed westbound traffic to travel from Woodward to Coolidge. The results of the study showed the speeds and traffic volumes did decrease, but several residents complained about the inconvenience of accessing their home. At that time, the city notified residents that any changes would likely need to be done on all five streets, and that a petition would be necessary. To date, no one has requested a petition. 5. The following options have been considered for this neighborhood, and a list of pros/cons for each option is presented. Note that rows highlighted in “red” were not recommended by staff but are presented to show the full range of possibilities.

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Option Pros Cons 1 No Thru Traffic signs at each end of • Does not affect resident • Very difficult to enforce, generally not block (est. cost $1250) access effective. • Would need all five streets to be signed the same 2 No Right Turn / Do Not Enter signs at • Decrease cut-through • Would need all five streets to be Coolidge for PM peak hours only (est. traffic heading eastbound signed the same cost $1250) • Easily enforced • Affects resident access to home This could be coupled with option 3 below. • Motorists will still violate the signs 3 No Right Turn / Do Not Enter signs at • Decrease cut-through • Would need all five streets to be Woodward for AM peak hours only (est. traffic heading westbound signed the same cost $1250) • Easily enforced • Affects resident access to home This could be coupled with option 2 above. • Affects residents west of Coolidge also • Motorists will still violate the signs 4 Allow for parking on the north side of • Would slow down traffic, • Could result in long queue of vehicles Merrill Avenue (est. cost $600) requiring drivers to stop and backups on the street; difficult to and let others pass. leave driveway approaches. • Could lower traffic volume • Could push traffic to the other streets due to difficulty in passing • Many residents have already stated opposition to this idea 5 Install pedestrian islands and/or bump- • Do not have to install on • Not expected to reduce volume of outs (est. cost $10,000 per location) every street; single street traffic petition is acceptable • Some residents would lose parking in • Can calm traffic to reduce front of their home speeds • Green infrastructure could possibly be installed

6 Install speed humps • Do not have to install on • City does not currently allow speed every street; single street humps due to documented complaints Staff recommends only considering for petition is acceptable elsewhere: local streets with 85th percentile speeds 30mph or higher and traffic counts higher • Designed to decrease o Humps are designed to allow 25 than 1,800 vpd. speed mph speed, may not be very effective; some drivers will (est. cost $3,000 per location) • Could lower traffic volume speed up after the hump due to difficulty in passing o May eliminate parking in front of a home

o Noise complaints o Snow plows have difficulty avoiding damage

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7 Partial closure of road west of Woodward • Nearly eliminate cut- • Difficult for residents to get home, can Alley by installing a permanent concrete through traffic heading add considerable time to their daily diverter – no eastbound traffic allowed eastbound commute. (est. cost $50,000+/- for five streets • Could install green • Affects residents west of Coolidge combined) infrastructure within also diverter

• Diverter will help calm traffic • Pilot study showed that traffic volumes and speeds decreased 8 Full closure of the road west of • Would solve most/all • Fire, Police and DPS oppose this Woodward Alley or at Coolidge issues option as it restricts emergency and city service access (est. cost $100,000+/- for all streets • Could install green combined) infrastructure if closure is • Difficult for residents to get home, can at east end of street add considerable time to their daily commute. • Affects residents west of Coolidge also 9 Close and relocate cross-overs on • Would be more of a • Drivers will likely still use turn-arounds Coolidge to not align with residential hassle to cut-through and residential streets to cut-through streets (est. cost $140,000+/-) local streets from to Woodward. Coolidge to Woodward • Affects residents west of Coolidge also • Fire & Police oppose this option as it limits emergency access 10 Close turn-around on Woodward at • Could decrease traffic on • Fire & Police oppose this option as it Merrill (est. cost $75,000) Merrill (westbound traffic limits emergency access was not very high though) • Traffic will instead use the “Albert” turn-around and more traffic will be pushed to Albert • MDOT has concerns about resident and business complaints 11 Close turn-around on Woodward at • Could decrease traffic on • Fire & Police oppose this option as it Albert (est. cost $75,000) Albert limits emergency access • Traffic will instead use the “Merrill” turn-around and more traffic will be pushed to Merrill or other side streets • MDOT has concerns about resident and business complaints, also added congestion if drivers have to cross 13 Mile and come back across to access businesses.

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Attachment 2

6. The options above could be presented to the neighborhood in a letter, with a link to an online survey to obtain feedback about which options seem most viable. The city could then inform the neighborhood of the results. 7. Getting the entire neighborhood involved in one petition is a time consuming and difficult task for one resident. However, the city attorney does not recommend deviating from the accepted practice of obtaining witnessed signatures by a petition circulator.

Suggested Staff Recommendation: To present Options 2, 3, 2&3 combined, 5, 6 and 7 to residents on Albert, Merrill, Parker, Warick and Trafford (Webster to Woodward) via letter and to create an online (and mail-in) survey to gauge resident interest; to share results of the survey at a future traffic committee meeting and ultimately city commission meeting to determine if any action should be taken; to communicate cut-through concerns with Beaumont Hospital officials to request their staff avoid local streets for hospital access.

Estimated cost: $0 Moved by: Aaron Filipski

Supported by: Dave Cummins

7. Information Only Items

8. Adjourn

Holly J. Donoghue, City Engineer

Cc: Traffic Committee Members, Inc. Ex-Officio Members: Dan Godek, Chairperson Richard Karlowski Andrew Kowalkowski Amanda Morris Smith Belem Morales Mark Steiner Blaine Tillander (alternate) Thomas Allen

6A. Wendi Henning 6B. Liz Tierney, Jodi Miller 6C. Public Services, Patrick McGee 6D. CSI Inc 6E. City Commission 6F. City Commission

Page 14 of 14

Attachment 2

Engineering Division 203 S. Troy Street Royal Oak, MI 48067

Citizens Traffic Committee Meeting Minutes September 29, 2020

A regular meeting of the Royal Oak Citizens Traffic Committee was held remotely on Tuesday, September 29, 2020, broadcasted from city hall, 203 S. Troy Street, Royal Oak.

1. Call to Order

The meeting was called to order by Chairperson Godek at 7:01 p.m.

2. Roll Call:

Present Also Present Dan Godek, Chairperson Holly Donoghue, P.E., City Engineer Amanda Morris-Smith Stephen Pernal, P.E., Civil Engineer III Mark Steiner Jennifer Caudill, Municipal Clerk III Thomas Allen Andrew Kowalkowski Absent Blaine Tillander (alternate) Richard Karlowski Belem Morales

3. Approval of Traffic Committee Meeting Minutes of May 26, 2020

Moved by: Thomas Allen

Supported by: Amanda Morris-Smith

Motion adopted unanimously

4. Public Comment

Zoom moderator, Carol Schwanger, played five comments that were received for the committee. Each commenter spoke regarding Agenda Item 6J. Four persons were opposed to the staff recommendation, and one person was for the recommendation.

5. Rescheduled Items/Old Business

None

6. Business Items Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 2 of 8

6.A. Request to install ‘No Trucks’ and ‘No Thru Traffic’ signs on Oakmount Street between Hawthorn Avenue and Forest Avenue

A request was received from Dawn Hart, who resides on Forest Avenue, to install ‘No Trucks’ and ‘No Thru traffic’ signs on Oakmount Street between Hawthorn Avenue and Forest Avenue. She states cars, and especially delivery trucks, are using this road as a cut-thru causing it to deteriorate prematurely and be filled with potholes. This makes it difficult to navigate the road to her garage, with the road being in terrible condition.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. • Sergio Bartakian spoke regarding the condition of the road and the continual dust that is create due to cut-thru traffic.

The Citizens Traffic Committee recommends denying the request for ‘No Thru Traffic’ and ‘No Trucks’ signs.

Moved by: Amanda Morris-Smith

Supported by: Andrew Kowalkowski

Motion adopted YAYS – Amanda Morris-Smith, Andrew Kowalkowski, Blaine Tillander, Mark Steiner NAYS – Thomas Allen

6.B. Request to remove ‘Stop’ signs on Leafdale Boulevard at Parmenter Boulevard

A request was received by Gilles Teste of International Manufacturing and Assembly (IMA) on Torquay Avenue to remove the ‘Stop’ signs on Leafdale Boulevard at Parmenter Boulevard. He states the intersection is currently a 4-way stop, which seems unnecessary due to the dead end of Parmenter Boulevard shortly to the east of the intersection and the minimal traffic on Parmenter Boulevard. He states the existing ‘Stop’ signs on Parmenter Boulevard should provide sufficient traffic control and the 4-way stop is unwarranted.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends denying the request and maintaining the existing stop signs at the intersection of Leafdale Boulevard and Parmenter Boulevard.

Moved by: Andrew Kowalkowski

Supported by: Amanda Morris-Smith

Motion adopted unanimously Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 3 of 8

6.C. Request to install “Stop” signs on Chambers Street at Curry Avenue

A request was received from Joseph Labataille, who resides on Frederick Street, to install ‘Stop’ signs on Chambers Street at Curry Avenue, making it a 4-way stop. He states the lack of ‘Stop’ sign on the less-trafficked cross street, Chambers Street, is not intuitive and leads to many “near- miss” accidents. He also states the intersection is setup to favor walking children, but Whittier Elementary no longer exists in this neighborhood.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. • Joseph Labataille spoke regarding the site distance issues when approaching the intersection on Curry Avenue. • Member Amanda Morris-Smith also spoke regarding the site distance issues at this intersection.

The Citizens Traffic Committee recommends approving the request to install stop signs on Chambers Street at Curry Avenue, creating a 4-way stop.

Moved by: Amanda Morris-Smith

Supported by: Andrew Kowalkowski

Motion adopted YAYS – Amanda Morris-Smith, Andrew Kowalkowski, Blaine Tillander, Mark Steiner NAYS – Thomas Allen

6.D. Request to establish Permit Parking Zone on the south side of Nakota Road between Woodward Avenue and Cooper Avenue

A request was received from Mary Beth Harrison, who resides on Cooper Avenue, to establish a Permit Parking Zone on the south side of Nakota Road between Woodward Avenue and Cooper Avenue. She is dealing with Woodward Avenue business patrons and employees as well as Dream Cruise attendees parking in her driveway and using all the on-street parking adjacent to her home.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends approving the request to install ‘Permit Parking Only, $50 Fine, 8AM – 9PM’ signage on Nakota Road adjacent to 4261 Cooper Avenue.

Moved by: Mark Steiner Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 4 of 8

Supported by: Amanda Morris-Smith

Motion adopted unanimously

6.E. Request to install ‘No Thru Traffic’ signs and speed bumps on W. Ninth Street between Woodward Avenue and S Lafayette Avenue

A request was received from Kelsey Fox, who resides on W. Ninth Street, to install ‘No Thru Traffic’ signs and speed bumps on her street between Woodward Avenue and S Lafayette Avenue. She states vehicles are speeding excessively down her street coming and going from downtown and there has also been an incident of a driver crashing into a parked car. There are 14 children on her block, and she is concerned for their safety and the other residents’.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends denying the request to install ‘No Thru Traffic’ signs and speed bumps on W. Ninth Street.

Moved by: Blaine Tillander

Supported by: Andrew Kowalkowski

Motion adopted unanimously

6.F. Request to install speed bumps on Royal Avenue between Main Street and Crooks Road

A request was received from Elizabeth Riggan, who resides on Royal Avenue, to install speed bumps on Royal Avenue between N. Main Street and Crooks Road (four blocks). She states in the year she has lived on Royal she has seen cars, large trucks and delivery vehicles speeding down her street at an alarming rate. She states many residents have children, are walking pets or spending time outside and she is concerned for the safety of her neighbors.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. • Elizabeth Riggan spoke regarding her concerns with speeding vehicles.

The Citizens Traffic Committee recommends denying the request for speed bumps on Royal Avenue.

Moved by: Mark Steiner

Supported by: Thomas Allen

Motion adopted unanimously Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 5 of 8

6.G. Request to evaluate Benjamin Avenue between 13 Mile Road and Normandy Road for speeding and traffic volume issues

A request was received from Aida Xhelilaj of Starr Road to review speeding concerns on Benjamin Avenue between 13 Mile Road and Normandy Road. She states increased cut thru traffic has occurred due to the Normandy Oaks development and has witnessed multiple vehicles traveling over 40 miles per hour (MPH) causing safety concerns for herself and her neighbors.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. No one came forward.

The Citizens Traffic Committee recommends installing two speed limit signs on Benjamin Avenue on either side of the CN Railroad viaduct; directing DPS to trim tree branches obstructing the existing speed limit signs on Benjamin Avenue; and consider traffic calming installations for the scheduled 2024 roadwork project.

Moved by: Blaine Tillander

Supported by: Mark Steiner

Motion adopted unanimously

6.H. Request to install speed bumps or supplemental signage on Kenwood Avenue between E. Fourth Street and E. Sixth Street

A request was received from Denise Wiles, who resides on S. Kenwood Avenue, to install traffic control countermeasures on the block of S. Kenwood Avenue between E. Sixth Street and E. Fourth Street. She states that traffic volumes have increased in recent memory, and many vehicles are speeding through this roadway segment. She states several children live on this block and is concerned for their welfare from this traffic. She is requesting either installing speed limit signs, children at play signs, or a speed bump.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. • Denise Wiles spoke regarding her concerns.

The Citizens Traffic Committee recommends denying the request for additional traffic control measures on S. Kenwood Avenue.

Moved by: Amanda Morris-Smith

Supported by: Blaine Tillander

Motion adopted unanimously

Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 6 of 8

6.I. Request to install a signal right turn arrow globe for southbound S. Campbell Road at E. Fourth Street.

A request was received from John Humphrey, who resides on Cherokee Avenue, to make traffic light modifications on S. Campbell Road at E. Fourth Street. With the road diet south of E. Fourth Street, the requestor observed drivers ignore the existing merge signing and striping and continue straight through the intersection, causing a potential for accidents. He is pursuing the possibility of changing the traffic signal from a solid green to a green right arrow, and/or adding flashing beacons to the lane drop signage to better alert drivers in merging.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Mr. Godek opened the floor to those interested in speaking on this issue. • John Humphrey submitted a comment via email which was read aloud to the committee by Jennifer Caudill.

The Citizens Traffic Committee recommends installing an additional R3-8TR sign and skipped pavement markings for southbound S. Campbell Road, north of E. Fourth Street between the thru lane and turn lane as shown on the provided Exhibit A.

Exhibit A – Proposed additional traffic controls on S. Campbell Road, north of E. Fourth Street Moved by: Andrew Kowalkowski

Supported by: Thomas Allen

Motion adopted unanimously

6.J Request to remove No Parking signs on the north side of Merrill Avenue between Coolidge Highway and Woodward Avenue

A request was received from Joe Carter of Merrill Avenue regarding speeding and parking concerns on Merrill Avenue. After notifying him that “no turn” signs during certain hours and/or speed bumps would require petition circulation, he modified his request to eliminate the “no parking” signs on the north side of Merrill Avenue from Woodward Avenue to Coolidge. He states that parking on both sides of Merrill will help slow down traffic and also provide a place for apartment residents to park during snow plowing of their parking lots and for apartment visitors.

The findings of the Staff Traffic Committee were presented by Holly J. Donoghue, P.E.

Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 7 of 8

Mr. Godek opened the floor to those interested in speaking on this issue. • Six comments were received via email and read aloud by Jennifer Caudill, the emails are included in the attached packet. All commenters were opposed to the removal of the ‘No Parking’ signs due to site distance concerns when exiting their driveways • As noted under Item 4, the city received public comment via voicemail for five persons. Four persons were opposed to the removal of the ‘No Parking’ signs and one person was in support.

Mr. Kowalkowski noted that the most commenters were concerned about the volume and speed of traffic on Merrill in combination with removal of the signs. He noted that the intent of allowing parking on the street will help to slow traffic and potentially discourage cut-through traffic.

The Citizens Traffic Committee recommends removing the existing ‘No Parking’ signs on the north side of Merrill Avenue between Woodward Avenue and Coolidge Highway, to install ‘No Parking’ signs on the north side of Merrill Avenue from Coolidge Highway to 100 feet east and from Woodward Avenue to 100 feet west, and to install additional signage as needed to ensure appropriate site distance for exiting the driveways on the north side of Merrill Avenue.

Moved by: Andrew Kowalkowski

Supported by: Blaine Tillander

Motion adopted YAYS – Andrew Kowalkowski, Blaine Tillander, Mark Steiner, Thomas Allen NAYS – Amanda Morris-Smith

7. Information Only Items

Chairperson Godek informed viewers the traffic committee recommendations would go before the city commission at the October 12, 2020 meeting and encouraged residents to speak during the public comment portion of the meeting regarding their concerns.

8. Adjourn

Upon the motion of Thomas Allen, seconded by Amanda Morris-Smith, and adopted unanimously, the regular meeting was adjourned at 8:29 p.m.

Cc: Traffic Committee Members, Inc. Ex-Officio Members:

Shelly Kamp, Chamber of Commerce Attachment 2 Citizens Traffic Committee September 30, 2020 September 29, 2020 Meeting Minutes Page 8 of 8

Mary Beth Fitzpatrick, Royal Oak School Superintendent Candi Drouillard, PTA Council President Corrigan O’Donoghue, Police Chief Lieutenant Chris Annetta Dave Cummins, Fire Chief Tim Thwing, Director of Community Development Greg Rassel, Director of Recreation and Public Services

6A. Dawn Hart 6B. Gilles Teste 6C. Joseph Labataille 6D. Mary Beth Harrison 6E. Kelsey Fox 6F. Elizabeth Riggan 6G. Aida Xhelilaj 6H. Denise Wiles 6I. John Humphrey 6J. Joe Carter

Attachment 2

Donoghue, Holly

From: Wendi McKinstry Sent: Monday, August 31, 2020 12:53 PM To: Donoghue, Holly Cc: Caudill, Jennifer Subject: RE: Traffic Request

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

Hi, thanks so much for this consideration. Sorry, I got my streets mixed up. Irving and 6th. Im asking for consideration for a 4 way stop as well. Sorry about that Thank you!

Sent from Yahoo Mail on Android

On Mon, Aug 31, 2020 at 12:48 PM, Donoghue, Holly wrote:

Hello Ms. Henning,

We can request a traffic study and bring this request to a future traffic committee meeting. Can you please clarify the locations where you are requesting stop signs? I understand north/south signs for Kayser/Sixth intersection, but I was not sure about Alexander… at Fifth? Or did you mean Irving/Sixth? Please let me know so I can coordinate the appropriate study locations.

I’ll note that we will be installing a new stop sign for northbound Kayser at Fifth Street once the water main project is complete to help with this offset crossing.

Regards,

Holly J. Donoghue, P.E.

City Engineer

248.246.3260

[email protected]

1 Attachment 2

203 S. Troy Street / Royal Oak, MI 48067

From: Wendi McKinstry Sent: Sunday, August 30, 2020 9:58 PM To: Engineering Division Subject: Traffic Request

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

Hello,

My name is Wendi Henning. I own and reside at 602 Kayser, which is at the corner of 6th and Kayser. I've lived in this home with my family since March 2020, however, have been a Royal Oak resident for nearly 15 years. In this home, I've realized the stop sign pattern across many of the side streets and would respectfully request that the Traffic Committee consider a STOP sign going North/South on Kayser as well as on Alexander.

I'm requesting consideration for STOP signs at these corners to make these 4 way stops at Grant Park. These are very frequently crossed paths by children and families. There are often cars that hesitate because they assume they have a stop sign and then go quickly when they realize there isn't one. This causes a potential serious pedestrian event. There are frequently children playing near or walking across this intersection. These children benefit from trusting that cars will be expected to come to a complete stop near the park in all directions rather than just one.

Additionally, there are many events at Grant Park with all parking occurring on side streets across from the park, making street crossing almost always a requirement to reach the park.

Thank you for your time and consideration.

2 Attachment 2

Respectfully Submitted,

Wendi Henning

Resident at 602 Kayser Ave. [email protected]

3 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: 6TH e of IRVING Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** ** 2 1 ** ** 2 1 01:00 * * * * * * * * 1 0 * * * * 1 0 02:00 * * ** ** ** 1 0 ** ** 1 0 03:00 * * * * * * * * 0 0 * * * * 0 0 04:00 * * ** ** ** 1 1 ** ** 1 1 05:00 * * * * * * * * 2 1 * * * * 2 1 06:00 * * ** ** ** 3 1 ** ** 3 1 07:00 * * * * * * * * 8 4 * * * * 8 4 08:00 * * ** ** ** 10 7 ** ** 10 7 09:00 * * * * * * * * 6 10 * * * * 6 10 10:00 * * ** ** ** 11 14 ** ** 11 14 11:00 * * * * * * * * 18 3 * * * * 18 3 12:00 PM * * ** ** ** 10 19 ** ** 10 19 01:00 * * * * * * * * * * * * * * * * 02:00 * * ** ** 15 12 ** ** ** 15 12 03:00 * * * * * * 17 18 * * * * * * 17 18 04:00 * * ** ** 10 8 ** ** ** 10 8 05:00 * * * * * * 11 11 * * * * * * 11 11 06:00 * * ** ** 10 10 ** ** ** 10 10 07:00 * * * * * * 13 12 * * * * * * 13 12 08:00 * * ** ** 4 6 ** ** ** 4 6 09:00 * * * * * * 0 4 * * * * * * 0 4 10:00 * * ** ** 4 5 ** ** ** 4 5 11:00 * * * * * * 1 1 * * * * * * 1 1 Lane 0 0 0 0 0 0 85 87 73 61 0 0 0 0 158 148 Day 0 0 0 172 134 0 0 306 AM Peak ------11:00 10:00 - - - - 11:00 10:00 Vol. ------18 14 - - - - 18 14 PM Peak ------15:00 15:00 12:00 12:00 - - - - 15:00 12:00 Vol. ------17 18 10 19 - - - - 17 19

Comb. 0 0 0 172 134 0 0 306 Total

ADT ADT 319 AADT 319 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: 6TH e of KAYSER Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** 0 0 ** ** ** 0 0 01:00 * * * * * * 1 0 * * * * * * 1 0 02:00 * * ** ** 0 0 ** ** ** 0 0 03:00 * * * * * * 0 0 * * * * * * 0 0 04:00 * * ** ** 1 1 ** ** ** 1 1 05:00 * * * * * * 0 1 * * * * * * 0 1 06:00 * * ** ** 3 3 ** ** ** 3 3 07:00 * * * * * * 4 3 * * * * * * 4 3 08:00 * * ** ** 12 6 ** ** ** 12 6 09:00 * * * * * * 9 6 * * * * * * 9 6 10:00 * * ** ** 7 6 ** ** ** 7 6 11:00 * * * * * * 15 10 * * * * * * 15 10 12:00 PM * * ** ** ** ** ** ** * * 01:00 * * * * 15 18 * * * * * * * * 15 18 02:00 * * ** 11 13 ** ** ** ** 11 13 03:00 * * * * 19 15 * * * * * * * * 19 15 04:00 * * ** 22 9 ** ** ** ** 22 9 05:00 * * * * 30 27 * * * * * * * * 30 27 06:00 * * ** 16 8 ** ** ** ** 16 8 07:00 * * * * 13 11 * * * * * * * * 13 11 08:00 * * ** 3 1 ** ** ** ** 3 1 09:00 * * * * 3 2 * * * * * * * * 3 2 10:00 * * ** 0 0 ** ** ** ** 0 0 11:00 * * * * 2 4 * * * * * * * * 2 4 Lane 0 0 0 0 134 108 52 36 0 0 0 0 0 0 186 144 Day 0 0 242 88 0 0 0 330 AM Peak ------11:00 11:00 ------11:00 11:00 Vol. ------15 10 ------15 10 PM Peak - - - - 17:00 17:00 ------17:00 17:00 Vol. - - - - 30 27 ------30 27

Comb. 0 0 242 88 0 0 0 330 Total

ADT ADT 344 AADT 344 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: 6TH w of IRVING Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** ** 1 0 ** ** 1 0 01:00 * * * * * * * * 1 0 * * * * 1 0 02:00 * * ** ** ** 1 0 ** ** 1 0 03:00 * * * * * * * * 0 0 * * * * 0 0 04:00 * * ** ** ** 0 0 ** ** 0 0 05:00 * * * * * * * * 0 1 * * * * 0 1 06:00 * * ** ** ** 1 1 ** ** 1 1 07:00 * * * * * * * * 3 5 * * * * 3 5 08:00 * * ** ** ** 7 10 ** ** 7 10 09:00 * * * * * * * * 6 10 * * * * 6 10 10:00 * * ** ** ** 16 6 ** ** 16 6 11:00 * * * * * * * * 12 7 * * * * 12 7 12:00 PM * * ** ** ** 12 23 ** ** 12 23 01:00 * * * * * * * * * * * * * * * * 02:00 * * ** ** 15 12 ** ** ** 15 12 03:00 * * * * * * 24 14 * * * * * * 24 14 04:00 * * ** ** 11 7 ** ** ** 11 7 05:00 * * * * * * 21 10 * * * * * * 21 10 06:00 * * ** ** 9 13 ** ** ** 9 13 07:00 * * * * * * 17 14 * * * * * * 17 14 08:00 * * ** ** 5 6 ** ** ** 5 6 09:00 * * * * * * 0 2 * * * * * * 0 2 10:00 * * ** ** 1 1 ** ** ** 1 1 11:00 * * * * * * 2 2 * * * * * * 2 2 Lane 0 0 0 0 0 0 105 81 60 63 0 0 0 0 165 144 Day 0 0 0 186 123 0 0 309 AM Peak ------10:00 08:00 - - - - 10:00 08:00 Vol. ------16 10 - - - - 16 10 PM Peak ------15:00 15:00 12:00 12:00 - - - - 15:00 12:00 Vol. ------24 14 12 23 - - - - 24 23

Comb. 0 0 0 186 123 0 0 309 Total

ADT ADT 322 AADT 322 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: 6TH w of KAYSER Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** 0 0 1 0 ** ** 0 0 01:00 * * * * * * 1 0 3 0 * * * * 2 0 02:00 * * ** ** 1 0 1 0 ** ** 1 0 03:00 * * * * * * 0 0 0 1 * * * * 0 0 04:00 * * ** ** 1 1 1 0 ** ** 1 0 05:00 * * * * * * 0 1 0 1 * * * * 0 1 06:00 * * ** ** 5 2 2 3 ** ** 4 2 07:00 * * * * * * 3 2 4 6 * * * * 4 4 08:00 * * ** ** 11 4 8 12 ** ** 10 8 09:00 * * * * * * 14 8 16 15 * * * * 15 12 10:00 * * ** ** 4 8 10 8 ** ** 7 8 11:00 * * * * * * 15 9 13 13 * * * * 14 11 12:00 PM * * ** ** 11 9 ** ** ** 11 9 01:00 * * * * 12 15 10 16 * * * * * * 11 16 02:00 * * ** 11 8 10 15 ** ** ** 10 12 03:00 * * * * 16 18 19 19 * * * * * * 18 18 04:00 * * ** 23 18 7 13 ** ** ** 15 16 05:00 * * * * 19 8 13 13 * * * * * * 16 10 06:00 * * ** 9 15 6 11 ** ** ** 8 13 07:00 * * * * 7 22 11 16 * * * * * * 9 19 08:00 * * ** 3 3 3 6 ** ** ** 3 4 09:00 * * * * 2 2 2 3 * * * * * * 2 2 10:00 * * ** 2 0 2 2 ** ** ** 2 1 11:00 * * * * 1 3 0 1 * * * * * * 0 2 Lane 0 0 0 0 105 112 149 159 59 59 0 0 0 0 163 168 Day 0 0 217 308 118 0 0 331 AM Peak ------11:00 11:00 09:00 09:00 - - - - 09:00 09:00 Vol. ------15 9 16 15 - - - - 15 12 PM Peak - - - - 16:00 19:00 15:00 15:00 ------15:00 19:00 Vol. - - - - 23 22 19 19 ------18 19

Comb. 0 0 217 308 118 0 0 331 Total

ADT ADT 331 AADT 331 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: IRVING n of 6TH Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM * * ** ** ** 0 0 ** ** 0 0 01:00 * * * * * * * * 0 0 * * * * 0 0 02:00 * * ** ** ** 0 0 ** ** 0 0 03:00 * * * * * * * * 0 0 * * * * 0 0 04:00 * * ** ** ** 0 0 ** ** 0 0 05:00 * * * * * * * * 0 0 * * * * 0 0 06:00 * * ** ** ** 1 0 ** ** 1 0 07:00 * * * * * * * * 0 0 * * * * 0 0 08:00 * * ** ** ** 1 0 ** ** 1 0 09:00 * * * * * * * * 5 0 * * * * 5 0 10:00 * * ** ** ** 3 0 ** ** 3 0 11:00 * * * * * * * * 0 1 * * * * 0 1 12:00 PM * * ** ** ** 1 1 ** ** 1 1 01:00 * * * * * * * * 0 4 * * * * 0 4 02:00 * * ** ** 1 9 ** ** ** 1 9 03:00 * * * * * * 5 5 * * * * * * 5 5 04:00 * * ** ** 2 1 ** ** ** 2 1 05:00 * * * * * * 7 5 * * * * * * 7 5 06:00 * * ** ** 6 6 ** ** ** 6 6 07:00 * * * * * * 8 5 * * * * * * 8 5 08:00 * * ** ** 1 2 ** ** ** 1 2 09:00 * * * * * * 1 0 * * * * * * 1 0 10:00 * * ** ** 0 0 ** ** ** 0 0 11:00 * * * * * * 0 1 * * * * * * 0 1 Lane 0 0 0 0 0 0 31 34 11 6 0 0 0 0 42 40 Day 0 0 0 65 17 0 0 82 AM Peak ------09:00 11:00 - - - - 09:00 11:00 Vol. ------5 1 - - - - 5 1 PM Peak ------19:00 14:00 12:00 13:00 - - - - 19:00 14:00 Vol. ------8 9 1 4 - - - - 8 9

Comb. 0 0 0 65 17 0 0 82 Total

ADT ADT 82 AADT 82 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: IRVING s of 6TH Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM * * ** ** ** 1 0 ** ** 1 0 01:00 * * * * * * * * 0 0 * * * * 0 0 02:00 * * ** ** ** 0 0 ** ** 0 0 03:00 * * * * * * * * 0 0 * * * * 0 0 04:00 * * ** ** ** 2 0 ** ** 2 0 05:00 * * * * * * * * 2 0 * * * * 2 0 06:00 * * ** ** ** 0 1 ** ** 0 1 07:00 * * * * * * * * 3 1 * * * * 3 1 08:00 * * ** ** ** 4 3 ** ** 4 3 09:00 * * * * * * * * 1 3 * * * * 1 3 10:00 * * ** ** ** 7 6 ** ** 7 6 11:00 * * * * * * * * 8 2 * * * * 8 2 12:00 PM * * ** ** ** 2 4 ** ** 2 4 01:00 * * * * * * * * 6 4 * * * * 6 4 02:00 * * ** ** 5 10 ** ** ** 5 10 03:00 * * * * * * 4 7 * * * * * * 4 7 04:00 * * ** ** 4 6 ** ** ** 4 6 05:00 * * * * * * 9 6 * * * * * * 9 6 06:00 * * ** ** 10 8 ** ** ** 10 8 07:00 * * * * * * 9 12 * * * * * * 9 12 08:00 * * ** ** 7 6 ** ** ** 7 6 09:00 * * * * * * 0 0 * * * * * * 0 0 10:00 * * ** ** 4 2 ** ** ** 4 2 11:00 * * * * * * 0 0 * * * * * * 0 0 Lane 0 0 0 0 0 0 52 57 36 24 0 0 0 0 88 81 Day 0 0 0 109 60 0 0 169 AM Peak ------11:00 10:00 - - - - 11:00 10:00 Vol. ------8 6 - - - - 8 6 PM Peak ------18:00 19:00 13:00 12:00 - - - - 18:00 19:00 Vol. ------10 12 6 4 - - - - 10 12

Comb. 0 0 0 109 60 0 0 169 Total

ADT ADT 169 AADT 169 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: KAYSER n of 6TH Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM * * ** ** 0 0 ** ** ** 0 0 01:00 * * * * * * 1 0 * * * * * * 1 0 02:00 * * ** ** 2 1 ** ** ** 2 1 03:00 * * * * * * 0 1 * * * * * * 0 1 04:00 * * ** ** 0 0 ** ** ** 0 0 05:00 * * * * * * 1 0 * * * * * * 1 0 06:00 * * ** ** 4 4 ** ** ** 4 4 07:00 * * * * * * 7 3 * * * * * * 7 3 08:00 * * ** ** 17 3 ** ** ** 17 3 09:00 * * * * * * 13 9 * * * * * * 13 9 10:00 * * ** ** 11 11 ** ** ** 11 11 11:00 * * * * * * 17 7 * * * * * * 17 7 12:00 PM * * ** ** 13 16 ** ** ** 13 16 01:00 * * * * 18 12 * * * * * * * * 18 12 02:00 * * ** 13 13 ** ** ** ** 13 13 03:00 * * * * 25 10 * * * * * * * * 25 10 04:00 * * ** 13 15 ** ** ** ** 13 15 05:00 * * * * 40 40 * * * * * * * * 40 40 06:00 * * ** 13 12 ** ** ** ** 13 12 07:00 * * * * 14 16 * * * * * * * * 14 16 08:00 * * ** 4 7 ** ** ** ** 4 7 09:00 * * * * 4 7 * * * * * * * * 4 7 10:00 * * ** 4 1 ** ** ** ** 4 1 11:00 * * * * 1 1 * * * * * * * * 1 1 Lane 0 0 0 0 149 134 86 55 0 0 0 0 0 0 235 189 Day 0 0 283 141 0 0 0 424 AM Peak ------08:00 10:00 ------08:00 10:00 Vol. ------17 11 ------17 11 PM Peak - - - - 17:00 17:00 12:00 12:00 ------17:00 17:00 Vol. - - - - 40 40 13 16 ------40 40

Comb. 0 0 283 141 0 0 0 424 Total

ADT ADT 424 AADT 424 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: KAYSER s of 6TH Station ID:

Latitude: 0' 0.0000 South

Start 28-Sep-20 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM * * ** ** 0 0 2 1 ** ** 1 0 01:00 * * * * * * 0 0 0 1 * * * * 0 0 02:00 * * ** ** 2 2 1 1 ** ** 2 2 03:00 * * * * * * 0 0 0 0 * * * * 0 0 04:00 * * ** ** 0 1 1 1 ** ** 0 1 05:00 * * * * * * 1 0 1 1 * * * * 1 0 06:00 * * ** ** 4 4 4 1 ** ** 4 2 07:00 * * * * * * 5 5 3 0 * * * * 4 2 08:00 * * ** ** 12 2 7 7 ** ** 10 4 09:00 * * * * * * 9 8 9 5 * * * * 9 6 10:00 * * ** ** 8 7 7 12 ** ** 8 10 11:00 * * * * * * 18 7 10 4 * * * * 14 6 12:00 PM * * ** ** 11 13 ** ** ** 11 13 01:00 * * * * * * 12 19 * * * * * * 12 19 02:00 * * ** 7 19 10 11 ** ** ** 8 15 03:00 * * * * 19 10 18 6 * * * * * * 18 8 04:00 * * ** 15 16 16 11 ** ** ** 16 14 05:00 * * * * 13 19 16 12 * * * * * * 14 16 06:00 * * ** 15 3 12 9 ** ** ** 14 6 07:00 * * * * 7 11 9 7 * * * * * * 8 9 08:00 * * ** 1 5 13 4 ** ** ** 7 4 09:00 * * * * 2 1 1 3 * * * * * * 2 2 10:00 * * ** 2 4 0 1 ** ** ** 1 2 11:00 * * * * 1 1 1 0 * * * * * * 1 0 Lane 0 0 0 0 82 89 178 132 45 34 0 0 0 0 165 141 Day 0 0 171 310 79 0 0 306 AM Peak ------11:00 09:00 11:00 10:00 - - - - 11:00 10:00 Vol. ------18 8 10 12 - - - - 14 10 PM Peak - - - - 15:00 14:00 15:00 13:00 ------15:00 13:00 Vol. - - - - 19 19 18 19 ------18 19

Comb. 0 0 171 310 79 0 0 306 Total

ADT ADT 309 AADT 309 TCLS Report [Request #0054366] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054366

Transportation Improvement Association

Crash Detail Report Request #: 0054366 Printed By: Patrick Cawley Printed On: 8/31/2020 DATE_VAL: between 1/1/2015 and 12/31/2019 #1 Location: IRVING AVE (0.17) 5 feet S of E SIXTH ST Crash ID: 9766804 Crash Date: 07/23/2016 Day: Sat Hour: 2pm Weather: clear Roadway: dry Light: day Injuries K: 0 Inj A: 0 Inj B: 0 Inj C: 1 Inj 0: 1 How: single CVT: Royal Oak Area: straight HBD: N Drugs: N Complaint No: 160026038 Unit No Veh Dir Action Prior Event 1 Event 2 Event 3 Event 4 Haz Action Veh Type Damage 1 S go straight veh in transpt none none none failed to yield car ctrfront 2 go straight veh in transpt none none none none uncoded none UD-10: 9766804

1 of 3 8/31/2020, 2:01 PM TCLS Report [Request #0054366] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054366

Crash Type Light Conditions Weather Road Condition Count Type Count Type Count Type Count Type 0 uncoded 0 uncoded 0 uncoded 0 uncoded 1single 1 day 1 clear 1dry 0 head-on 0 dawn 0smoke 0 oily 0 head-on/lt 0 dusk 0 cloudy 0wet 0 angle 0 dark/ltd 0fog 0ice 0 rr-end 0 dark/unltd 0rain 0 snow 0 rr-end/lt 0 other 0 snow 0mud 0 rr-end/rt 0 unknown 0wind 0slush 0ss-same Totals: 1 0 sleet/hail 0 debris 0 ss-opp 0 blowing snow 0 water 0 back 0 blowing sand 0 sand 0 other 0 unknown 0 other 0 unknown Totals: 1 0 unknown Totals: 1 Totals: 1

Crashes By Month Hazardous Action Unit Type Crashes By Year Count Type Count Type Count Type Count Type 0 January 1 none 1 Bicyclist 0 2000 0 February 0 speeding 0 Engineer 0 2001 0March 0 imprp/no signal 1 Vehicle 0 2002 0April 0 imprp backing 0 Pedestrian 0 2003 0May 0 unable to stop Totals: 2 0 2004 0 June 0 other 0 2005 1July 0 unknown 0 2006 0 August 0 reckls driving 0 2007 0 September 0 carels driving 0 2008 0 October 0 spd too slow 0 2009 0 November 1 failed to yield 0 2010 0 December 0 disrgd traffic cntrl 0 2011 Totals: 1 0wrong way 0 2012 0 left of center 0 2013 0 imprp passing 0 2014 0 imprp lane use 0 2015 0imprp turn 1 2016 Totals: 2 0 2017 0 2018 0 2019 0 2020 Totals: 1

2 of 3 8/31/2020, 2:01 PM TCLS Report [Request #0054366] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054366

Crash Severity FATAL A B C No Inj Total Persons 0 0011 2 Crashes 0 001N/A 1

Alcohol in Crashes FATAL PI PD Total Drinking 0000 Not Drinking 0101 Total 0101

Crashes per Hour by Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday Unknown Total 12a - 1a 0 0 0 0 0 0 0 0 0 1a - 2a 0 0 0 0 0 0 0 0 0 2a - 3a 0 0 0 0 0 0 0 0 0 3a - 4a 0 0 0 0 0 0 0 0 0 4a - 5a 0 0 0 0 0 0 0 0 0 5a - 6a 0 0 0 0 0 0 0 0 0 6a - 7a 0 0 0 0 0 0 0 0 0 7a - 8a 0 0 0 0 0 0 0 0 0 8a - 9a 0 0 0 0 0 0 0 0 0 9a - 10a 0 0 0 0 0 0 0 0 0 10a - 11a 0 0 0 0 0 0 0 0 0 11a - 12p 0 0 0 0 0 0 0 0 0 12p - 1p 0 0 0 0 0 0 0 0 0 1p - 2p 0 0 0 0 0 0 0 0 0 2p - 3p 0 0 0 0 0 0 1 0 1 3p - 4p 0 0 0 0 0 0 0 0 0 4p - 5p 0 0 0 0 0 0 0 0 0 5p - 6p 0 0 0 0 0 0 0 0 0 6p - 7p 0 0 0 0 0 0 0 0 0 7p - 8p 0 0 0 0 0 0 0 0 0 8p - 9p 0 0 0 0 0 0 0 0 0 9p - 10p 0 0 0 0 0 0 0 0 0 10p - 11p 0 0 0 0 0 0 0 0 0 11p - 12a 0 0 0 0 0 0 0 0 0 Unknown Time 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1

3 of 3 8/31/2020, 2:01 PM TCLS Report [Request #0054365] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054365

Transportation Improvement Association

Crash Detail Report Request #: 0054365 Printed By: Patrick Cawley Printed On: 8/31/2020 DATE_VAL: between 1/1/2015 and 12/31/2019 #1 Location: KAYSER ST (0.17) 0 feet X of 6TH ST ST Crash ID: 9659779 Crash Date: 03/08/2016 Day: Tue Hour: 5pm Weather: clear Roadway: dry Light: day Injuries K: 0 Inj A: 0 Inj B: 0 Inj C: 0 Inj 0: 4 How: angle CVT: Royal Oak Area: w/i intersection HBD: N Drugs: N Complaint No: 160008302 Unit No Veh Dir Action Prior Event 1 Event 2 Event 3 Event 4 Haz Action Veh Type Damage 1 E start on rdwy veh in transpt none none none failed to yield car rtfront 2 N go straight veh in transpt none none none none car lftfront UD-10: 9659779

1 of 3 8/31/2020, 1:59 PM TCLS Report [Request #0054365] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054365

Crash Type Light Conditions Weather Road Condition Count Type Count Type Count Type Count Type 0 uncoded 0 uncoded 0 uncoded 0 uncoded 0single 1 day 1 clear 1dry 0 head-on 0 dawn 0smoke 0 oily 0 head-on/lt 0 dusk 0 cloudy 0wet 1 angle 0 dark/ltd 0fog 0ice 0 rr-end 0 dark/unltd 0rain 0 snow 0 rr-end/lt 0 other 0 snow 0mud 0 rr-end/rt 0 unknown 0wind 0slush 0ss-same Totals: 1 0 sleet/hail 0 debris 0 ss-opp 0 blowing snow 0 water 0 back 0 blowing sand 0 sand 0 other 0 unknown 0 other 0 unknown Totals: 1 0 unknown Totals: 1 Totals: 1

Crashes By Month Hazardous Action Unit Type Crashes By Year Count Type Count Type Count Type Count Type 0 January 1 none 0 Bicyclist 0 2000 0 February 0 speeding 0 Engineer 0 2001 1March 0 imprp/no signal 2 Vehicle 0 2002 0April 0 imprp backing 0 Pedestrian 0 2003 0May 0 unable to stop Totals: 2 0 2004 0 June 0 other 0 2005 0July 0 unknown 0 2006 0 August 0 reckls driving 0 2007 0 September 0 carels driving 0 2008 0 October 0 spd too slow 0 2009 0 November 1 failed to yield 0 2010 0 December 0 disrgd traffic cntrl 0 2011 Totals: 1 0wrong way 0 2012 0 left of center 0 2013 0 imprp passing 0 2014 0 imprp lane use 0 2015 0imprp turn 1 2016 Totals: 2 0 2017 0 2018 0 2019 0 2020 Totals: 1

2 of 3 8/31/2020, 1:59 PM TCLS Report [Request #0054365] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054365

Crash Severity FATAL A B C No Inj Total Persons 0 0004 4 Crashes 0 0001 1

Alcohol in Crashes FATAL PI PD Total Drinking 0000 Not Drinking 0011 Total 0011

Crashes per Hour by Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday Unknown Total 12a - 1a 0 0 0 0 0 0 0 0 0 1a - 2a 0 0 0 0 0 0 0 0 0 2a - 3a 0 0 0 0 0 0 0 0 0 3a - 4a 0 0 0 0 0 0 0 0 0 4a - 5a 0 0 0 0 0 0 0 0 0 5a - 6a 0 0 0 0 0 0 0 0 0 6a - 7a 0 0 0 0 0 0 0 0 0 7a - 8a 0 0 0 0 0 0 0 0 0 8a - 9a 0 0 0 0 0 0 0 0 0 9a - 10a 0 0 0 0 0 0 0 0 0 10a - 11a 0 0 0 0 0 0 0 0 0 11a - 12p 0 0 0 0 0 0 0 0 0 12p - 1p 0 0 0 0 0 0 0 0 0 1p - 2p 0 0 0 0 0 0 0 0 0 2p - 3p 0 0 0 0 0 0 0 0 0 3p - 4p 0 0 0 0 0 0 0 0 0 4p - 5p 0 0 0 0 0 0 0 0 0 5p - 6p 0 0 1 0 0 0 0 0 1 6p - 7p 0 0 0 0 0 0 0 0 0 7p - 8p 0 0 0 0 0 0 0 0 0 8p - 9p 0 0 0 0 0 0 0 0 0 9p - 10p 0 0 0 0 0 0 0 0 0 10p - 11p 0 0 0 0 0 0 0 0 0 11p - 12a 0 0 0 0 0 0 0 0 0 Unknown Time 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 0 0 0 1

3 of 3 8/31/2020, 1:59 PM Attachment 2

From: Donoghue, Holly To: Liz Tierney Cc: Caudill, Jennifer Subject: RE: Florence Ave- No Outlet Sign Date: Wednesday, September 30, 2020 2:38:20 PM Attachments: image002.png

Hello Liz,

Thank you for the detailed e-mail regarding the “No Outlet” sign on Florence. I will request traffic counts for this block, and can add it to the Citizen’s Traffic Committee agenda. As long as we get the data back on time, I should be able to review and make a recommendation for their November meeting (date TBD). You will be notified when this item is scheduled for the committee’s consideration in case you wish to speak further on the issue.

Regards,

Holly J. Donoghue, P.E. City Engineer

248.246.3260 [email protected] 203 S. Troy Street / Royal Oak, MI 48067

From: Liz Tierney Sent: Wednesday, September 30, 2020 8:37 AM To: Donoghue, Holly Subject: Florence Ave- No Outlet Sign

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

Holly J. Donoghue, P.E. / Royal Oak Building Department. *Much of the below email is revised from a request that we originally sent to Matt Calahan (Sept 2019) when the NO OUTLET sign was originally installed. We understand that he has retired and wish to revisit this at this time under your new leadership. Over a year ago, the No Outlet sign was placed in front of our home. (See the attached photo.) We know that our neighbors at 525 Florence requested this sign to be placed due to "excessive traffic claims" entering the dead-end and turning around in their driveway Attachment 2

based on a phone conversation with Mr. Callahan. I conveyed to the engineering department at that time that I did not believe the neighbor's statements to be true. I spoke to my other neighbors who are home during the day and found they were in agreement with my statement. They indicated that the street is very quiet, and there is only residential traffic, except for the contractors who come to the 525 Florence home. This sign request did not go before the traffic commission and was placed by Matt Callahan as the sole decision-maker by his claim State of Michigan MDOT 'required and dictated' the placement. At that time, Mr. Callahan told me that not every request needed to go before the traffic committee - as in the case where the sign is required by State mandated signage regulations for public safety. I couldn’t find any specific requirement that said a No Outlet sign was required on a road that is 100 ft in length from the intersection. The purpose of a “No Outlet” sign is to convey unexpected conditions to drivers entering an unknown road. Its placement in front of my home does not perform this task. The actual dead-end condition is quite literally “apparent” in this location. There is no safety issue that is corrected by the placement of the “No Outlet” directly in front of the actual Road Ends sign. This is a very quiet street with little traffic, and a study would have proven this. Despite Mr. Calahan's belief that this may have fallen under a State signage requirement - it certainly wasn't a public safety issue - it was a 'claim' that vehicles were turning around in the 525 Florence driveway. *Even if it is true and a driver has turned their vehicle around at the dead-end – it is not against the law to do so. And this sign will not stop them or prohibit the activity because again, it's not against the law to drive down a street and turn your vehicle around. We have lived in our home for over thirty years and never needed this sign, nor do we need it now. Unlike our 525 Florence neighbors, should someone turn their vehicle around using our driveway – we would not give it a second thought.

· There is a large “Road Ends” sign at the end of the 100' long stretch of road.

· The new “No Outlet” sign is viewed simultaneously with the “Road Ends” sign - in the same location.

· The “No Outlet” sign adds no additional information and serves no purpose. It is visually and contextually redundant and unnecessary.

· There is already a properly placed NO OUTLET sign at the Florence and Maple intersection where vehicles and delivery trucks enter the street are notified that the street ends beyond. As is the actual purpose of a “No Outlet” sign. To inform drivers of unknown conditions ahead.

· In addition to the “Road Ends” sign, there is a chain-link fence and shrubbery at the end of the road, which cannot be mistaken for a thru road. (See attached photo)

· Beyond the fence, there is a large GTWR Railroad berm. Again, this cannot be mistaken for a thru road.

· If a driver is heading east and approaching this end, the “Road Ends” sign is directly in front of the driver's vehicle. To have a sign off to the right side that says “No Outlet” is unnecessary.

· The newly installed “No Outlet” sign in front of our home does nothing to increase public safety.

· A sign on the right side – when a driver should be focusing on turning left onto Edgewood – could actually be a distraction – that wasn’t previously there. Attachment 2

· Too much signage can be a distraction to driving and inadvertently cause hazards.

· We have seven small children (5 years and younger) on this end who live near or at this intersection – fewer distractions are warranted, not more. Again I’d like to attest that we do not have any issues with vehicles accidentally entering the 100' length dead-end condition. We have never had any traffic on our street that would warrant this type of signage in our yard. The street end in this location is small – only one house on the north, and two homes on the south - and cannot by any stretch of the imagination be mistaken for a thru road. Based on my inability to correct this when Mr. Callahan originally placed this sign, I reached out to MDOT and have attached their email response for your review. This email was shared with Mr. Calahan but I never received a response from him on any communications that were sent to him. The MDOT Traffic and Safety Engineer indicates two things. 1. MDOT does not have authority over local roadways, and 2. the new NO OUTLET sign is not really necessary. We kindly request that the City of Royal Oak Engineering Department reconsider this intrusive sign installation at this location and remove the No Outlet sign from in front of our home at its earliest convenience. Thank you for your time. Liz and Mike Tierney 529 Florence Royal Oak, MI 48067 (248) 752-7984 Attachment 2

From: Jody Miller To: Engineering Division Subject: Re: Traffic Request (Florence Ave) Date: Thursday, October 1, 2020 8:46:20 PM

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

Apologies, my photo did not get included in my 1st email. Below is the photo I referenced of someone using our front yard as a turn around. Thank you. Adam & Jody Miller 525 Florence

On Thursday, October 1, 2020, 08:33:43 PM EDT, Jody Miller wrote:

Good evening.

We live at 525 Florence, the last home on a dead-end street. At our request, the city installed signs last year to alert drivers that our road ends. These signs have made a great difference in reducing traffic and increasing safety, especially the early warning NO OUTLET sign placed in front of 529 Florence that gives drivers the opportunity to turn north onto Edgewood if they are planning to exit the neighborhood. Today we were shocked to learn that just one year later there has been a request to possibly remove one of the signs, so we would like to share our concerns, since we will be the most impacted by any change in traffic.

Currently, if drivers miss the early warning sign we see a few who reach the east end of Florence in error will reverse back down Florence until they can turn onto Edgewood, but the majority will cruise up our driveway instead, where our young children and grandchildren are often outdoors playing basketball or riding bikes. It is then difficult for these drivers to back out of our driveway due to the angle of the street end, especially if there are cars parked on the street, so our front yard has been used as a turnaround, damaging our landscaping as shown in below picture. Attachment 2

Yes, this still happens now with the signs. But this incident was at night, from a car traveling south on Edgewood that turned east onto Florence before driving through our front yard. Perhaps due to the hour they did not see the signs, but without the signs we are confident it would happen more, as it used to be much more common before the signs were installed.

During the day we observe cars approach that same intersection, take note of the sign in front of 529 Florence, and turn west to exit the neighborhood. Also, some heading east on Florence who notice the signs will start slowing down as they consider options, so it is also reducing the speed of traffic. We feel having these 2 signs in place has made a big difference in the volume and speed of traffic reaching the end of Florence in error. Removing either of them would make this so much worse and put our children and property at additional risk.

There are only 3 homes on Florence east of Edgewood, but they are impacted very differently by the traffic. 528 is on the north side but has most of their front yard fenced with no driveway on Florence, so they are not impacted by Florence traffic needing to turn around. 529 Florence also has limited impact as they are immediately after the 1st warning sign and drivers who did not notice that sign and turn onto Edgewood have likely not noticed the sign at the very end of the street yet. They also have an apron with no driveway. So, while occasionally a driver may turn around using their apron, the bulk of the impact of east bound traffic comes to us at 525 Florence.

The ‘Road Ends’ sign at the very end of Florence has suffered some damage from the snowplows and is just not noticed far down Florence by those unfamiliar with the area. Having the additional warning sign just past Edgewood helps alert drivers of the situation while they can still use Edgewood as an exit path if they are not intending to visit the last 2 houses on Florence. The placement also gives notice to drivers southbound on Edgewood so the placement and NO OUTLET wording is ideal to warn traffic.

There is similar sign placement on westbound Park Ave that dead ends just east of the railroad tracks and southbound Virginia Ave where it dead ends just north of 11Mile. At both locations they have a sign at the very end of the dead end, plus a second sign at the beginning of the last block, so oncoming traffic can elect to turn instead of continuing, hitting the dead end, and having to turn around. Its safer for the residents and kinder to drivers to give the additional early warning.

If the committee is reviewing options, perhaps they could consider installing an apron in front of 528 Florence at the end of the street? This might enable safer turnarounds with the end of Florence being on such an angle.

However, please do not remove the current signs as they have made a noticeable difference in both decreasing traffic and increasing the safety of our children and property. Even with the signs we still get drivers pulling up our driveway thinking it is a continuation of the street, so without the signs as they are now, we fear how many cars would travel uninvited far up our driveway or across our lawn, and the safety risk Attachment 2 it would pose.

Thank you,

Adam & Jody Miller 525 Florence Avenue, Royal Oak, MI 48067 248-807-7443 [email protected] Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: FLORENCE e of EDGEWO Station ID: OD

Latitude: 0' 0.0000 South

Start 04-Nov-20 05-Nov-20 06-Nov-20 07-Nov-20 08-Nov-20 09-Nov-20 10-Nov-20 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * 0 0 0 0 0 0 0 0 0 0 ** 0 0 01:00 * * 0 0 0 0 0 0 0 0 0 0 * * 0 0 02:00 * * 0 0 0 0 0 0 0 0 0 0 ** 0 0 03:00 * * 0 0 0 0 0 0 0 0 0 0 * * 0 0 04:00 * * 0 0 0 0 0 0 0 0 0 0 ** 0 0 05:00 * * 0 0 0 0 0 0 0 0 0 0 * * 0 0 06:00 * * 0 0 0 0 0 0 0 0 0 0 ** 0 0 07:00 * * 1 0 2 0 0 0 0 0 1 0 * * 1 0 08:00 * * 0 3 0 0 0 2 0 0 0 1 ** 0 1 09:00 * * 3 1 0 1 3 0 1 0 0 2 * * 1 1 10:00 * * 0 0 0 0 1 3 0 0 0 0 ** 0 1 11:00 0 3 0 0 0 0 0 3 1 1 4 2 * * 1 2 12:00 PM 0 2 2 1 0 0 0 0 0 0 ** ** 0 1 01:00 0 0 0 0 0 1 2 0 0 2 * * * * 0 1 02:00 1 1 0 0 4 1 0 0 0 0 ** ** 1 0 03:00 0 1 1 0 0 1 0 1 0 0 * * * * 0 1 04:00 4 1 0 1 0 0 0 0 0 0 ** ** 1 0 05:00 1 3 0 1 0 0 0 1 0 0 * * * * 0 1 06:00 0 0 2 0 1 1 2 0 0 0 ** ** 1 0 07:00 0 0 0 0 0 0 0 0 0 0 * * * * 0 0 08:00 0 0 0 0 1 0 0 0 0 0 ** ** 0 0 09:00 0 0 0 0 0 0 0 0 0 0 * * * * 0 0 10:00 0 0 0 0 0 0 0 0 0 0 ** ** 0 0 11:00 0 0 0 0 0 0 0 0 0 0 * * * * 0 0 Total 6 11 9 7 8 5 8 10 2 3 5 5 0 0 6 9 Day 17 16 13 18 5 10 0 15 AM Peak - 11:00 09:00 08:00 07:00 09:00 09:00 10:00 09:00 11:00 11:00 09:00 - - 07:00 11:00 Vol. - 3 3 3 2 1 3 3 1 1 4 2 - - 1 2 PM Peak 16:00 17:00 12:00 12:00 14:00 13:00 13:00 15:00 - 13:00 - - - - 14:00 12:00 Vol. 4 3 2 1 4 1 2 1 - 2 - - - - 1 1

Comb. 17 16 13 18 5 10 0 15 Total

ADT ADT 15 AADT 15 Attachment 2

From: Patrick McGee To: Engineering Division Subject: Normandy Rd - Crosswalk signage at Rosewold and Durham Date: Friday, October 9, 2020 11:05:52 AM

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

Communicated by the City of Royal Oak Engineering Department. The Crosswalk signal was removed because a careless commercial driver struck the signal light.

A staff engineer indicated that the sidewalk falls under the Michigan Manual of Uniform Traffic Control Devices, and accordinging to Section 3B.16 Stop and Yield Lines. If yield (stop) lines are used at a crosswalk that crosses an uncontrolled multi-lane approach, Yield Here To (Stop Here For) Pedestrians (R1-5 series) signs (see Section 2B.11) shall be used.

So since the stop lines are still on the pavement, and the Indicator bumps are at the curb it is my understanding that a Yield Here to Pedestrians Sign needs to be installed.

Also the Japhet School is within 500ft so I believe that according to the Michigan Vehicle code the crosswalk signal that was removed without notice could be a violation.

I request that until the Crosswalk signal is replaced and Yield Here To Pedestrains sign be installed.

Thank You Patrick McGee 248-736-0508 Attachment 2

From: Jessica Dornbush McGee To: Engineering Division Subject: Traffic Committee Request - Replace traffic light to stop traffic for pedestrian crosswalk at Rosewood Avenue and Normandy Road Date: Saturday, October 17, 2020 1:55:24 PM

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

To: Traffic Committee

Subject: Traffic Committee Request - Please fix and reinstall traffic light to stop traffic at crosswalk at Rosewood Avenue and Normandy Road

I am writing to place a formal request for the Traffic Committee to fix and replace the traffic light to stop traffic at the pedestrian crosswalk near Rosewood Avenue and Normandy Road near Elks Park. I walk my dog and my baby in the stroller in the area frequently and it has become very difficult to cross Normandy Road since the pedestrian crosswalk traffic signal was damaged by a truck and removed. The park is used frequently also by families and hosts youth sporting events. Many pedestrians would benefit from a traffic light to stop traffic in this area at the pedestrian crosswalk and allow safe crossing of Normandy Road. The Japhet School is also quite near and traffic in the area is expected to increase with the coming park expansion.

Thank you for your consideration.

Jessica D. McGee

Jessica Dornbush McGee [email protected] 4524 Elmhurst Ave. Royal Oak, MI 48073 cell 248-802-8053 Attachment 2

From: Patrick McGee To: Engineering Department Subject: November 24, 2020 Traffic Meeting Item 6.C Warrant for pedestrian signal and crosswalk on Normandy Road at Durham Road Date: Tuesday, November 24, 2020 7:26:11 AM

WARNING: This email originated from outside The City of Royal Oak. Do not click on any links or open any attachments unless you recognize the sender and are expecting the message.

I am requesting that Item 6.C of the Traffic Committee meeting planned for Tuesday November 24, 2020 be postponed until an accurate and complete traffic study can be completed. I would also request that inaccuracies in the Staff Traffic Committee Report be corrected. Item 4 of the Staff Traffic Committee Report states the pedestrian crosswalk at Normandy and Durham Road was removed in mid-September. I sent an email dated August 27th, 2020 to Commissioner Dubuc inquiring about the pedestrian signal and why it was removed. I received a response that a tow truck had damaged the signal. I am concerned that a police report detailing the incident was not attached to the Traffic Committee Report. It seems to me that if a professional CDL driver hit the pedestrian signal, it should be at the expense of the driver to restore the intersection to the prior condition. With regard to item 6, I have a concern about the inclusion of Delemere Blvd crossing as an alternative signalized crossing. There is no sidewalk on the north side of Normandy Road between Durham and Delemere Blvd. I would not view the Delemere Blvd crossing as an appropriate alternative site. Item 8 states that a request was made to Transportation Improvement Association (TIA) to perform a warrant study. When reviewing the attached report from TIA, I believe TIA has failed to complete a thorough warrant study as defined by Michigan Manual on Uniform Traffic Control Devices (MMUTCD). The standard for warrant 1 states; “The need for a traffic control signal shall be considered if an engineering study finds that one of the following conditions exists for each of any 8 hours of an average day:”. The report only covers a 24-hour period from Thursday October 15th, 2020 at 12pm to Friday October 16, 2020 at 12pm as reported in the NORMANDY w of MANOR station report. In the MMUTCD warrant standard, it refers to an “Average Day”. I believe an average day refers to a complete calendar day. Also, to determine an average day, I would think more than one day would need to be collected. This would ensure the data collected is not an outlier. Also, regarding item 8, I am concerned that a 24-hour traffic count from TIA is being represented in the Traffic Committee Report as an average. In Item 8 there is table that has “Average Daily Traffic” and “Maximum Vehicle per Hour”. This table contains data not used in the Traffic Report from TIA as confirmed in an email from David F. Allyn, Interim Director of Engineering, at TIA. David’s email states, “I reread the report and cannot find a reference to weekly average. The weekly average is only on the sheet showing the 24-hour volume that was collected. For this study only a 24-hour traffic count was used. ”. I recommend that a more accurate statement would be; The count total from site code NORMANDY w of MANOR from 12:00 PM on Thursday October 15th until 12:00 AM on Friday October 16th was 4506 and from 12:00 AM October 16th until 12:00 PM on October 16th was 2698.

Item 9 of the traffic report lays out the different warrants defined by the MMUTCD Attachment 2 used to justify a signaled pedestrian crossing. However in the MMUTCD standard there is an option for 85th percentile speed that states; “If the posted or statutory speed limit or the 85th percentile speed on the major street exceeds 40 mph or if the intersection lies within the built- up area of an isolated community having a population of less than 10,000, the traffic volumes in the 70th percentile column in table 4C-1 may be used in place of the 100 percent columns”. This option was NOT included in the city traffic report. However, at the prior traffic meeting on September 29, 2020, the 85th percentile data was collected over a 48-HOUR period and presented for Item 6.G - Request to Evaluate Benjamin Avenue Between 13 Mile Road and Normandy Road for Speeding and Traffic Volume Issues. This same standard should be applied at Normandy Road. I believe this is important because Benjamin Avenue dead ends at Normandy. I STRONGLY request that speed data along Normandy Rd be presented in the traffic report. Since Normandy Road is attached to Benjamin Avenue, the same 85th percentile speeding condition should be presented for Normandy Rd. Also, in an email from the TIA, there is reference to Normandy Road being a 35mph road. This is false as Normandy Road is a 25mph road. I am concerned that the company doing a traffic study does not know the correct speed limit. Lastly, item 11 draws a conclusion that the observed pedestrian crossing volume does not meet the pedestrian volume for a peak hour as stated in the National Cooperative Highway Research Program Report 562. This report details best practices for unsignalized pedestrian crossings. I am concerned that when this data was collected on October 15th, 2020, it was a cold and rainy day. The report should include the weather condition. Since the pedestrian signal supports safe crossing to a City Park, I would expect a dramatic increase in pedestrian traffic on an average weather day. In conclusion, since a pedestrian activated signal at Normandy Rd and Durham is the decision on record as indicated from the City Council from 1981, I feel the pedestrian signal should be reinstalled. It was removed without direction from the traffic committee. In addition, I have pointed out numerous issues with how the warrant study was conducted and the conclusions drawn from it. This data should not be used to make such and important decision. Once the signal is reinstalled, a proper warrant study can be completed to determine if the crossing should stay a signalized crossing. Thank you for your consideration, Patrick McGee Attachment 2 Attachment 2 TCLS Report [Request #0054582] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054582

Transportation Improvement Association

Crash Detail Report Request #: 0054582 Printed By: Patrick Cawley Printed On: 10/15/2020 DATE_VAL: between 1/1/2015 and 12/31/2019 #1 Location: SB NORMANDY (1.82) 0 feet X of DURHAM Crash ID: 1148552 Crash Date: 09/14/2017 Day: Thu Hour: 11pm Weather: clear Roadway: dry Light: dark/unltd Injuries K: 0 Inj A: 0 Inj B: 1 Inj C: 0 Inj 0: 2 How: single CVT: Royal Oak Area: w/i intersection HBD: N Drugs: N Complaint No: 170034095 Unit No Veh Dir Action Prior Event 1 Event 2 Event 3 Event 4 Haz Action Veh Type Damage 1 S left turn bicyclist none none none failed to yield car lftfront 2 go straight veh in transpt none none none other uncoded none UD-10: 1148552

1 of 3 10/15/2020, 8:13 AM TCLS Report [Request #0054582] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054582

Crash Type Light Conditions Weather Road Condition Count Type Count Type Count Type Count Type 0 uncoded 0 uncoded 0 uncoded 0 uncoded 1single 0day 1clear 1dry 0 head-on 0dawn 0smoke 0oily 0 head-on/lt 0dusk 0cloudy 0wet 0angle 0 dark/ltd 0fog 0ice 0 rr-end 1 dark/unltd 0rain 0 snow 0 rr-end/lt 0other 0 snow 0mud 0 rr-end/rt 0 unknown 0 wind 0slush 0 ss-same Totals: 1 0 sleet/hail 0 debris 0 ss-opp 0 blowing snow 0 water 0back 0 blowing sand 0 sand 0other 0 unknown 0 other 0 unknown Totals: 1 0 unknown Totals: 1 Totals: 1

Crashes By Month Hazardous Action Unit Type Crashes By Year Count Type Count Type Count Type Count Type 0 January 0 none 1 Bicyclist 0 2000 0 February 0 speeding 0 Engineer 0 2001 0March 0 imprp/no signal 1Vehicle 0 2002 0April 0 imprp backing 0 Pedestrian 0 2003 0May 0 unable to stop Totals: 2 0 2004 0June 1other 0 2005 0July 0 unknown 0 2006 0 August 0 reckls driving 0 2007 1 September 0 carels driving 0 2008 0 October 0 spd too slow 0 2009 0 November 1 failed to yield 0 2010 0 December 0 disrgd traffic cntrl 0 2011 Totals: 1 0 wrong way 0 2012 0 left of center 0 2013 0 imprp passing 0 2014 0 imprp lane use 0 2015 0 imprp turn 0 2016 Totals: 2 1 2017 0 2018 0 2019 0 2020 Totals: 1

2 of 3 10/15/2020, 8:13 AM TCLS Report [Request #0054582] Attachment 2 https://tia.ms2soft.com/tcds/rpt_tcls.aspx?req=0054582

Crash Severity FATAL ABCNo Inj Total Persons 0 0102 3 Crashes 0 010N/A 1

Alcohol in Crashes FATAL PI PD Total Drinking 0000 Not Drinking 0101 Total 0101

Crashes per Hour by Day Sunday Monday Tuesday Wednesday Thursday Friday Saturday Unknown Total 12a - 1a 0 0 0 0 0 0 0 0 0 1a - 2a 0 0 0 0 0 0 0 0 0 2a - 3a 0 0 0 0 0 0 0 0 0 3a - 4a 0 0 0 0 0 0 0 0 0 4a - 5a 0 0 0 0 0 0 0 0 0 5a - 6a 0 0 0 0 0 0 0 0 0 6a - 7a 0 0 0 0 0 0 0 0 0 7a - 8a 0 0 0 0 0 0 0 0 0 8a - 9a 0 0 0 0 0 0 0 0 0 9a - 10a 0 0 0 0 0 0 0 0 0 10a - 11a 0 0 0 0 0 0 0 0 0 11a - 12p 0 0 0 0 0 0 0 0 0 12p - 1p 0 0 0 0 0 0 0 0 0 1p - 2p 0 0 0 0 0 0 0 0 0 2p - 3p 0 0 0 0 0 0 0 0 0 3p - 4p 0 0 0 0 0 0 0 0 0 4p - 5p 0 0 0 0 0 0 0 0 0 5p - 6p 0 0 0 0 0 0 0 0 0 6p - 7p 0 0 0 0 0 0 0 0 0 7p - 8p 0 0 0 0 0 0 0 0 0 8p - 9p 0 0 0 0 0 0 0 0 0 9p - 10p 0 0 0 0 0 0 0 0 0 10p - 11p 0 0 0 0 0 0 0 0 0 11p - 12a 0 0 0 0 1 0 0 0 1 Unknown Time 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 0 0 0 1

3 of 3 10/15/2020, 8:13 AM Attachment 2 Attachment 2 Attachment 2

Summary of Warrants

Spot Number: 0 Major Street: Normandy Minor Street: Durham Intersection: Normandy at Durham City/Twp: Royal Oak Date Performed:10/16/2020 Performed By: P Cawley Date Volumes Collected: 1/0/1900

Warrant Condition Is Warrant Met

Data Validation Error NO

WARRANT 1: Eight-Hour Vehicular Volume NO Condition A NO Condition B NO Condition A&B NO

WARRANT 2: Four-Hour Vehicular Volume (100%) NO

WARRANT 3: Peak-Hour Vehicular Volume (100%) NO Condition A NO Condition B NO

WARRANT 4: Pedestrian Volume (100%) NO Four Hour NO Peak Hour NO (Threshold) HAWK NO (Threshold) RRFB NO

WARRANT 5: School Crossing NO

WARRANT 6: Coordinated Signal System NO

WARRANT 7: Crash Experience NO Condition A NO Condition B NO

WARRANT 8: Roadway Network NO

WARRANT 9: Intersection Near a Grade Crossing #N/A

Issue to Be Addressed by Signalization:

0 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: DURHAM s of NORMANDY Station ID:

Latitude: 0' 0.0000 South

Start 12-Oct-20 Tue Wed Thu Fri Sat Sun Week Average Time Nb SB Nb SB Nb SB Nb SB Nb SB Nb SB Nb SB Nb SB 12:00 AM * * ** ** ** 0 1 ** ** 0 1 01:00 * * * * * * * * 0 0 * * * * 0 0 02:00 * * ** ** ** 0 0 ** ** 0 0 03:00 * * * * * * * * 0 0 * * * * 0 0 04:00 * * ** ** ** 2 1 ** ** 2 1 05:00 * * * * * * * * 7 0 * * * * 7 0 06:00 * * ** ** ** 17 4 ** ** 17 4 07:00 * * * * * * * * 20 10 * * * * 20 10 08:00 * * ** ** ** 19 5 ** ** 19 5 09:00 * * * * * * * * 20 14 * * * * 20 14 10:00 * * ** ** 23 15 33 19 ** ** 28 17 11:00 * * * * * * 14 18 33 21 * * * * 24 20 12:00 PM * * ** ** 23 10 ** ** ** 23 10 01:00 * * * * * * 30 14 * * * * * * 30 14 02:00 * * ** ** 36 29 ** ** ** 36 29 03:00 * * * * * * 27 19 * * * * * * 27 19 04:00 * * ** ** 24 37 ** ** ** 24 37 05:00 * * * * * * 30 20 * * * * * * 30 20 06:00 * * ** ** 18 12 ** ** ** 18 12 07:00 * * * * * * 10 11 * * * * * * 10 11 08:00 * * ** ** 5 7 ** ** ** 5 7 09:00 * * * * * * 3 3 * * * * * * 3 3 10:00 * * ** ** 0 3 ** ** ** 0 3 11:00 * * * * * * 0 2 * * * * * * 0 2 Lane 0 0 0 0 0 0 243 200 151 75 0 0 0 0 343 239 Day 0 0 0 443 226 0 0 582 AM Peak ------10:00 11:00 10:00 11:00 - - - - 10:00 11:00 Vol. ------23 18 33 21 - - - - 28 20 PM Peak ------14:00 16:00 ------14:00 16:00 Vol. ------36 37 ------36 37

Comb. 0 0 0 443 226 0 0 582 Total

ADT ADT 581 AADT 581 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: NORMANDY e of ROSEWO Station ID: LD

Latitude: 0' 0.0000 South

Start 12-Oct-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** ** 17 7 ** ** 17 7 01:00 * * * * * * * * 9 4 * * * * 9 4 02:00 * * ** ** ** 5 7 ** ** 5 7 03:00 * * * * * * * * 3 3 * * * * 3 3 04:00 * * ** ** ** 5 7 ** ** 5 7 05:00 * * * * * * * * 23 39 * * * * 23 39 06:00 * * ** ** ** 57 91 ** ** 57 91 07:00 * * * * * * * * 113 190 * * * * 113 190 08:00 * * ** ** ** 170 248 ** ** 170 248 09:00 * * * * * * * * 174 180 * * * * 174 180 10:00 * * ** ** ** 173 167 ** ** 173 167 11:00 * * * * * * 182 176 251 227 * * * * 216 202 12:00 PM * * ** ** 230 218 251 249 ** ** 240 234 01:00 * * * * * * 217 192 * * * * * * 217 192 02:00 * * ** ** 253 220 ** ** ** 253 220 03:00 * * * * * * 357 236 * * * * * * 357 236 04:00 * * ** ** 389 288 ** ** ** 389 288 05:00 * * * * * * 343 283 * * * * * * 343 283 06:00 * * ** ** 250 207 ** ** ** 250 207 07:00 * * * * * * 157 154 * * * * * * 157 154 08:00 * * ** ** 124 107 ** ** ** 124 107 09:00 * * * * * * 68 47 * * * * * * 68 47 10:00 * * ** ** 31 47 ** ** ** 31 47 11:00 * * * * * * 35 29 * * * * * * 35 29 Lane 0 0 0 0 0 0 2636 2204 1251 1419 0 0 0 0 3429 3189 Day 0 0 0 4840 2670 0 0 6618 AM Peak ------11:00 11:00 11:00 08:00 - - - - 11:00 08:00 Vol. ------182 176 251 248 - - - - 216 248 PM Peak ------16:00 16:00 12:00 12:00 - - - - 16:00 16:00 Vol. ------389 288 251 249 - - - - 389 288

Comb. 0 0 0 4840 2670 0 0 6618 Total

ADT ADT 6,618 AADT 6,618 Attachment 2

Page 1 Transportation Improvement Association 100 E Big Beaver Rd, Suite 910 Troy, MI 48083

Site Code: NORMANDY w of MANOR Station ID:

Latitude: 0' 0.0000 South

Start 12-Oct-20 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * ** ** ** 11 7 ** ** 11 7 01:00 * * * * * * * * 7 2 * * * * 7 2 02:00 * * ** ** ** 5 7 ** ** 5 7 03:00 * * * * * * * * 3 3 * * * * 3 3 04:00 * * ** ** ** 7 8 ** ** 7 8 05:00 * * * * * * * * 24 40 * * * * 24 40 06:00 * * ** ** ** 64 94 ** ** 64 94 07:00 * * * * * * * * 128 188 * * * * 128 188 08:00 * * ** ** ** 181 244 ** ** 181 244 09:00 * * * * * * * * 187 168 * * * * 187 168 10:00 * * ** ** ** 180 157 ** ** 180 157 11:00 * * * * * * * * 261 215 * * * * 261 215 12:00 PM * * ** ** 238 230 259 248 ** ** 248 239 01:00 * * * * * * 223 181 * * * * * * 223 181 02:00 * * ** ** 268 216 ** ** ** 268 216 03:00 * * * * * * 381 250 * * * * * * 381 250 04:00 * * ** ** 399 296 ** ** ** 399 296 05:00 * * * * * * 337 286 * * * * * * 337 286 06:00 * * ** ** 241 187 ** ** ** 241 187 07:00 * * * * * * 159 151 * * * * * * 159 151 08:00 * * ** ** 115 100 ** ** ** 115 100 09:00 * * * * * * 65 46 * * * * * * 65 46 10:00 * * ** ** 28 48 ** ** ** 28 48 11:00 * * * * * * 33 28 * * * * * * 33 28 Lane 0 0 0 0 0 0 2487 2019 1317 1381 0 0 0 0 3555 3161 Day 0 0 0 4506 2698 0 0 6716 AM Peak ------11:00 08:00 - - - - 11:00 08:00 Vol. ------261 244 - - - - 261 244 PM Peak ------16:00 16:00 12:00 12:00 - - - - 16:00 16:00 Vol. ------399 296 259 248 - - - - 399 296

Comb. 0 0 0 4506 2698 0 0 6716 Total

ADT ADT 6,716 AADT 6,716 Attachment 2 Sheet1

NORMANDY (NORTH SIDE) NORMANDY (SOUTH SIDE) DURHAM (EAST SIDE) DURHAM (WEST SIDE) EB WB EB WB NB SB NB SB PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE PED BIKES BIKELANE 7:00-7:15 1 2 7:15-7:30 1 1 7:30-7:45 1 7:45-8:00 1 1 2 8:00-8:15 2 1 1 8:15-8:30 2 2 8:30-8:45 1 1 8:45-9:00 1 1 1 2

11:00-11:15 1 1 11:15-11:30 2 2 11:30-11:45 1 11:45-12:00 1 1 12:00-12:15 1 12:15-12:30 1 12:30-12:45 3 1 1 1 12:45-1:00 1 1 1 2 1

3:00-3:15 1 2 1 1 1 5 3:15-3:30 1 1 3:30-3:45 1 3 1 3:45-4:00 1 1 3 4:00-4:15 1 1 4:15-4:30 1 1 1 4 4:30-4:45 3 1 1 4:45-5:00 1 2 1 5:00-5:15 5:15-5:30 1 1 3 1 5:30-5:45 2 3 2 1 1 5:45-6:00 1 1 5 2 2

Page 1 Attachment 2

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STATE OF MICHIGAN TRAFFIC CRASH REPORT 200029509

ROYAL OAK PO KUCEL (003,11)

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I Pb*up Eudr Not Appllcable Os.TOWED AUTO Auromarm syslomls),n v€h'crs 0-No 00-No Automation 00-No Automation

Extenr oI oarEse (Pas ur andqrc le6) 00 Minor Damage E Commercial(busanoss) Going Straight Ahoad s€ou€@o, Ev6.r' '29.Hlghway algnal cofitol lilosI hastu.r ) Ir 'ndke

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OSTRAFFIC SIGNAL EOUIPI{EIT YES Attachment 2

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UT{IT I (TOW TRUCK) WAS TRAVELING EAST OT NOR}IANDY AT ,I DURHA'I, UI{IT WAS PULLIT{G A TRAILER {20t6 KAUFM}N U! OI ATE / WTH A BOX TRUCK (2001 GOLDSTAR lll PLATE / ON l\bT Ta k)AL€ IT. THE TOP OF THE BOX TRUCK COLLIDEO WTH THE BOTTO OF THE EASTBOUI{O TRAFFIC SIGI{AL THE TRAFFIC SIGI{AL WAS BROKEI{. THE SIGNAL BELOTIGS TO THE CITY. THE DRIVER REPORTED THE I HElGtlT OF HIS VEIiICLE AS APPROX. l,l FT 3ltl. II

= I t o CR No: 200029509 Attachment 2 lll lllllil]til!ilililil!ilt ilil ROYAL OAK PD 221 EAST THIRO ROYAL OAK MI 48067 24&24S3500

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Case Report Administrative Details: CR No Subject 200029509 Reporl Date/Trme Occunenc6 Date/Trme 0812512020 19i47 O8l'12512020 19:47 Call Source NORMANDY RD&ROSEWOLD AVE PHONE Dispalch€d Offens€ Vonf€d Ofenso C31/tS ProD€rtv Damaqe Traffc Cra6h PDA C3145 Prcoeftv Damaoe Traffic Crash PDA County Crty/Tr|p^/illage 6:! - Oaldand 90 - Royal Oak DNrsrcn Pafol Actlon Requested:

IIAnsstwarrant I I Revbw only I I Search warrant [ ] Forfoihrro [ ] Juvenile petition I I Other Narrative:

CFS Narrative By: ROKUCELBC (00341)

ROMURRAYT - 19:47.,25 - TOW TRUCK HIT SIGNAL AND BROKE lT, PARTS FELL INTO A JEEP THAT WAS FOLLOWING BEHIND. BOTH VEHICLES HAVE PULLED OVER NEAR ELKS PARK ROLEAKA - 20:04:06 - HIT TRAFFIC LIGHT EB ON NORMANDY AT DURHAM - LIGHTS ARE HANGING - NEEDS IMMEADIATE ATTENTION ROLEAKA - 20:05:45 - TOT DPW - COREY RISER SEE UD,IO

Page 1 of 1 Created On 1'll2ol2'20 12:17 PM Attachment 2 Attachment 2 Attachment 2 USLIMITS2 - Safety | Federal Highway AdministratioAttachmentn 2 Page 1 of 2

U.S. Department of Transportation Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 202-366-4000 Safety USLIMITS2 HELP

A TOOL TO AID PRACTITIONERS IN DETERMINING APPROPRIATE SPEED LIMIT RECOMMENDATIONS

USLIMITS2 is a web based tool designed to help practitioners set reasonable, safe, and consistent speed limits for specific segments of roads. USLIMITS2 is applicable to all types of roads ranging from rural local roads and residential streets to urban freeways. However, the tool is not applicable to school zones or construction zones.

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NCHRP 3-67 Project Report - documents the research conducted to develop version 2 of USLIMITS2.

https://safety.fhwa.dot.gov/uslimits/index.cfm 12/18/2018 USLIMITS2 - Safety | Federal Highway AdministratioAttachmentn 2 Page 2 of 2

Frequently Asked Questions - frequently asked questions for version 2 of USLIMITS2.

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https://safety.fhwa.dot.gov/uslimits/index.cfm 12/18/2018 Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM * * * * * * * * * * * * * * * * * 13:00 2 0 2 2 1 2 23 98 91 42 9 4 1 0 277 21-30 239 14:00 0 0 3 1 0 8 28 75 99 45 23 2 2 1 287 21-30 228 15:00 0 0 2 1 2 4 15 54 140 84 25 7 2 0 336 22-31 286 16:00 1 2 4 1 3 4 17 71 176 87 28 9 1 2 406 22-31 343 17:00 1 0 3 0 4 8 20 83 174 91 25 3 2 2 416 22-31 356 18:00 1 0 4 0 1 2 17 95 123 58 23 5 0 1 330 22-31 284 19:00 1 0 3 0 0 5 22 75 85 33 12 3 0 0 239 21-30 200 20:00 0 0 2 0 2 1 13 53 61 35 6 5 0 0 178 21-30 153 21:00 0 0 2 2 0 1 3 38 52 27 7 5 0 1 138 22-31 119 22:00 0 0 0 0 0 3 5 14 34 17 8 0 2 0 83 22-31 68 23:00 0 0 0 0 0 0 2 10 15 10 1 0 0 2 40 21-30 36 Total 6 2 25 7 13 38 165 666 1050 529 167 43 10 9 2730 Percent 0.2% 0.1% 0.9% 0.3% 0.5% 1.4% 6.0% 24.4% 38.5% 19.4% 6.1% 1.6% 0.4% 0.3% AM Peak Vol. PM Peak 13:00 16:00 16:00 13:00 17:00 14:00 14:00 13:00 16:00 17:00 16:00 16:00 14:00 16:00 17:00 Vol. 2 2 4 2 4 8 28 98 176 91 28 9 2 2 416 Attachment 2

Transportation Improvement Association Page 2

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 0 0 0 0 0 0 1 12 18 5 0 0 1 0 37 21-30 35 01:00 0 0 0 0 0 0 2 2 7 3 0 0 0 0 14 21-30 13 02:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 14-23 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 04:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 17-26 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 06:00 0 0 0 0 0 0 0 3 3 1 0 0 0 0 7 20-29 7 07:00 0 0 1 0 0 0 19 29 27 5 4 1 0 0 86 19-28 77 08:00 1 1 2 1 0 2 21 33 86 60 34 11 4 0 256 23-32 191 09:00 0 1 1 1 3 2 18 46 67 60 33 13 3 2 250 22-31 184 10:00 1 0 3 0 0 1 17 55 90 60 20 7 1 1 256 22-31 212 11:00 0 0 0 1 2 5 27 79 136 55 20 5 0 0 330 21-30 279 12 PM 2 0 3 0 0 6 20 66 80 59 28 6 3 0 273 22-31 214 13:00 0 3 1 1 2 1 29 62 96 62 26 5 2 2 292 21-30 230 14:00 1 0 3 0 1 1 11 37 120 81 30 12 1 1 299 22-31 248 15:00 1 1 3 0 2 2 10 34 136 73 27 6 2 2 299 22-31 252 16:00 1 4 6 2 1 3 9 59 136 92 39 11 4 0 367 22-31 300 17:00 1 0 8 0 1 2 18 101 120 80 32 10 0 1 374 22-31 312 18:00 0 2 4 1 1 3 13 80 119 59 20 2 1 0 305 22-31 265 19:00 2 2 1 1 1 0 13 58 101 54 14 2 3 0 252 22-31 218 20:00 1 0 0 0 1 1 17 49 86 39 4 9 1 2 210 21-30 180 21:00 0 1 2 0 2 1 12 53 59 23 7 3 0 0 163 21-30 139 22:00 0 0 0 1 0 0 0 0 5 0 0 0 0 0 6 25-34 5 23:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 * 2 Total 11 15 40 9 17 30 257 859 1493 871 338 103 26 11 4080 Percent 0.3% 0.4% 1.0% 0.2% 0.4% 0.7% 6.3% 21.1% 36.6% 21.3% 8.3% 2.5% 0.6% 0.3% AM Peak 08:00 08:00 10:00 08:00 09:00 11:00 11:00 11:00 11:00 08:00 08:00 09:00 08:00 09:00 11:00 Vol. 1 1 3 1 3 5 27 79 136 60 34 13 4 2 330 PM Peak 12:00 16:00 17:00 16:00 13:00 12:00 13:00 17:00 15:00 16:00 16:00 14:00 16:00 13:00 17:00 Vol. 2 4 8 2 2 6 29 101 136 92 39 12 4 2 374 Attachment 2

Transportation Improvement Association Page 3

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 09:00 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 12-21 3 10:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 12-21 2 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 12 PM 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 12-21 5 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 0 0 0 0 0 0 10 0 0 0 0 0 0 0 10 Percent 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 09:00 Vol. 3 3 PM Peak 12:00 12:00 Vol. 5 5 Total 17 17 65 16 30 68 432 1525 2543 1400 505 146 36 20 6820 Percent 0.2% 0.2% 1.0% 0.2% 0.4% 1.0% 6.3% 22.4% 37.3% 20.5% 7.4% 2.1% 0.5% 0.3% 15th Percentile : 21 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH

Stats 10 MPH Pace Speed : 22-31 MPH Number in Pace : 5636 Percent in Pace : 82.6% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 26 MPH Attachment 2

Transportation Improvement Association Page 4

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM * * * * * * * * * * * * * * * * * 13:00 1 3 7 7 13 42 97 142 102 37 6 2 0 0 459 18-27 355 14:00 0 2 7 5 8 25 84 140 107 43 13 3 0 0 437 19-28 345 15:00 1 1 5 2 12 22 49 134 168 59 31 2 1 0 487 21-30 377 16:00 0 1 6 2 4 9 24 138 223 117 35 5 0 0 564 22-31 490 17:00 0 1 5 4 12 21 55 140 261 70 17 3 2 0 591 21-30 489 18:00 1 0 4 5 6 12 67 129 142 52 11 3 0 0 432 19-28 355 19:00 0 2 3 0 4 2 37 151 107 32 4 3 0 0 345 19-28 306 20:00 0 0 3 1 4 7 11 85 108 34 7 0 1 0 261 21-30 231 21:00 0 1 5 1 2 3 14 56 69 13 9 2 0 0 175 19-28 143 22:00 0 0 1 0 2 1 4 24 41 18 3 1 0 0 95 21-30 84 23:00 0 0 0 0 1 2 1 15 25 12 2 1 0 0 59 22-31 53 Total 3 11 46 27 68 146 443 1154 1353 487 138 25 4 0 3905 Percent 0.1% 0.3% 1.2% 0.7% 1.7% 3.7% 11.3% 29.6% 34.6% 12.5% 3.5% 0.6% 0.1% 0.0% AM Peak Vol. PM Peak 13:00 13:00 13:00 13:00 13:00 13:00 13:00 19:00 17:00 16:00 16:00 16:00 17:00 17:00 Vol. 1 3 7 7 13 42 97 151 261 117 35 5 2 591 Attachment 2

Transportation Improvement Association Page 5

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 0 0 0 0 1 1 1 8 2 6 1 1 0 0 21 22-31 16 01:00 0 0 1 0 0 1 1 7 5 8 0 0 0 0 23 22-31 20 02:00 0 0 0 0 0 1 0 4 5 1 1 0 0 0 12 22-31 10 03:00 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 18-27 3 04:00 0 0 0 0 0 0 1 4 6 3 3 0 0 0 17 22-31 14 05:00 0 0 0 1 1 4 5 11 29 11 2 1 0 0 65 21-30 53 06:00 0 0 0 0 2 5 17 59 65 32 17 2 0 1 200 21-30 162 07:00 0 0 2 5 18 42 93 153 158 49 10 2 0 0 532 19-28 420 08:00 0 0 4 4 26 47 71 137 143 70 18 2 1 0 523 20-29 374 09:00 1 1 3 3 2 32 63 114 117 61 12 0 0 0 409 19-28 314 10:00 0 2 5 10 11 26 55 117 89 44 13 2 0 0 374 19-28 276 11:00 0 3 5 7 7 31 68 113 93 50 5 2 2 0 386 19-28 291 12 PM 0 1 1 9 13 25 80 157 115 47 15 0 0 0 463 19-28 368 13:00 2 2 4 2 13 30 70 138 107 46 13 0 0 0 427 19-28 330 14:00 0 2 5 3 3 11 37 86 191 76 17 5 0 0 436 21-30 365 15:00 1 2 4 1 3 8 29 93 218 106 27 6 3 0 501 21-30 427 16:00 0 2 8 1 1 6 56 150 212 106 18 6 0 0 566 21-30 487 17:00 0 2 4 9 9 22 81 186 182 70 21 3 0 1 590 19-28 472 18:00 0 1 2 5 9 18 90 160 164 50 9 0 0 0 508 19-28 431 19:00 1 1 0 1 5 11 59 138 134 52 8 1 0 0 411 19-28 348 20:00 0 0 1 0 2 3 21 99 119 47 8 3 0 0 303 21-30 272 21:00 0 0 3 1 1 2 18 43 82 21 7 0 0 0 178 21-30 152 22:00 0 0 0 0 1 0 2 18 25 8 1 0 0 0 55 21-30 52 23:00 0 0 0 0 0 0 15 3 1 0 0 0 0 0 19 17-26 19 Total 5 19 52 62 128 326 933 1998 2265 964 226 36 6 2 7022 Percent 0.1% 0.3% 0.7% 0.9% 1.8% 4.6% 13.3% 28.5% 32.3% 13.7% 3.2% 0.5% 0.1% 0.0% AM Peak 09:00 11:00 10:00 10:00 08:00 08:00 07:00 07:00 07:00 08:00 08:00 06:00 11:00 06:00 07:00 Vol. 1 3 5 10 26 47 93 153 158 70 18 2 2 1 532 PM Peak 13:00 13:00 16:00 12:00 12:00 13:00 18:00 17:00 15:00 15:00 15:00 15:00 15:00 17:00 17:00 Vol. 2 2 8 9 13 30 90 186 218 106 27 6 3 1 590 Attachment 2

Transportation Improvement Association Page 6

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 0 0 0 0 0 1 11 0 0 0 0 0 0 0 12 12-21 12 01:00 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 12-21 3 02:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 12-21 2 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 11-20 1 04:00 0 0 0 0 0 1 2 0 0 0 0 0 0 0 3 12-21 3 05:00 0 0 0 0 0 0 12 0 0 0 0 0 0 0 12 12-21 12 06:00 0 0 0 0 0 0 57 0 0 0 0 0 0 0 57 12-21 57 07:00 0 0 0 0 0 0 237 0 0 0 0 0 0 0 237 12-21 237 08:00 0 0 0 3 0 0 258 0 0 0 0 0 0 0 261 12-21 259 09:00 0 0 1 4 0 0 179 0 0 0 0 0 0 0 184 12-21 180 10:00 0 0 2 2 0 0 157 0 0 0 0 0 0 0 161 12-21 158 11:00 0 0 4 0 0 0 176 0 0 0 0 0 0 0 180 12-21 176 12 PM 1 0 2 0 0 0 198 0 0 0 0 0 0 0 201 12-21 198 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 1 0 9 9 0 2 1293 0 0 0 0 0 0 0 1314 Percent 0.1% 0.0% 0.7% 0.7% 0.0% 0.2% 98.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 09:00 00:00 08:00 08:00 Vol. 4 4 1 258 261 PM Peak 12:00 12:00 12:00 12:00 Vol. 1 2 198 201 Total 9 30 107 98 196 474 2669 3152 3618 1451 364 61 10 2 12241 Percent 0.1% 0.2% 0.9% 0.8% 1.6% 3.9% 21.8% 25.7% 29.6% 11.9% 3.0% 0.5% 0.1% 0.0% 15th Percentile : 19 MPH 50th Percentile : 23 MPH 85th Percentile : 27 MPH 95th Percentile : 29 MPH

Stats 10 MPH Pace Speed : 19-28 MPH Number in Pace : 9923 Percent in Pace : 81.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 24 MPH Attachment 2

Transportation Improvement Association Page 7

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NB,Start SB 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM * * * * * * * * * * * * * * * * * 13:00 3 3 9 9 14 44 120 240 193 79 15 6 1 0 736 19-28 579 14:00 0 2 10 6 8 33 112 215 206 88 36 5 2 1 724 19-28 562 15:00 1 1 7 3 14 26 64 188 308 143 56 9 3 0 823 21-30 660 16:00 1 3 10 3 7 13 41 209 399 204 63 14 1 2 970 22-31 833 17:00 1 1 8 4 16 29 75 223 435 161 42 6 4 2 1007 21-30 844 18:00 2 0 8 5 7 14 84 224 265 110 34 8 0 1 762 21-30 627 19:00 1 2 6 0 4 7 59 226 192 65 16 6 0 0 584 21-30 503 20:00 0 0 5 1 6 8 24 138 169 69 13 5 1 0 439 21-30 384 21:00 0 1 7 3 2 4 17 94 121 40 16 7 0 1 313 21-30 261 22:00 0 0 1 0 2 4 9 38 75 35 11 1 2 0 178 22-31 152 23:00 0 0 0 0 1 2 3 25 40 22 3 1 0 2 99 21-30 88 Total 9 13 71 34 81 184 608 1820 2403 1016 305 68 14 9 6635 Percent 0.1% 0.2% 1.1% 0.5% 1.2% 2.8% 9.2% 27.4% 36.2% 15.3% 4.6% 1.0% 0.2% 0.1% AM Peak Vol. PM Peak 13:00 13:00 14:00 13:00 17:00 13:00 13:00 13:00 17:00 16:00 16:00 16:00 17:00 16:00 17:00 Vol. 3 3 10 9 16 44 120 240 435 204 63 14 4 2 1007 Attachment 2

Transportation Improvement Association Page 8

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NB,Start SB 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 0 0 0 0 1 1 2 20 20 11 1 1 1 0 58 21-30 52 01:00 0 0 1 0 0 1 3 9 12 11 0 0 0 0 37 21-30 33 02:00 0 0 0 0 0 1 0 5 5 1 1 0 0 0 13 22-31 11 03:00 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 18-27 3 04:00 0 0 0 0 0 0 1 4 7 3 3 0 0 0 18 22-31 15 05:00 0 0 0 1 1 4 5 11 29 11 2 1 0 0 65 21-30 53 06:00 0 0 0 0 2 5 17 62 68 33 17 2 0 1 207 21-30 169 07:00 0 0 3 5 18 42 112 182 185 54 14 3 0 0 618 19-28 497 08:00 1 1 6 5 26 49 92 170 229 130 52 13 5 0 779 21-30 560 09:00 1 2 4 4 5 34 81 160 184 121 45 13 3 2 659 21-30 492 10:00 1 2 8 10 11 27 72 172 179 104 33 9 1 1 630 21-30 479 11:00 0 3 5 8 9 36 95 192 229 105 25 7 2 0 716 21-30 558 12 PM 2 1 4 9 13 31 100 223 195 106 43 6 3 0 736 21-30 557 13:00 2 5 5 3 15 31 99 200 203 108 39 5 2 2 719 21-30 544 14:00 1 2 8 3 4 12 48 123 311 157 47 17 1 1 735 21-30 607 15:00 2 3 7 1 5 10 39 127 354 179 54 12 5 2 800 22-31 678 16:00 1 6 14 3 2 9 65 209 348 198 57 17 4 0 933 21-30 777 17:00 1 2 12 9 10 24 99 287 302 150 53 13 0 2 964 21-30 772 18:00 0 3 6 6 10 21 103 240 283 109 29 2 1 0 813 21-30 666 19:00 3 3 1 2 6 11 72 196 235 106 22 3 3 0 663 21-30 561 20:00 1 0 1 0 3 4 38 148 205 86 12 12 1 2 513 21-30 452 21:00 0 1 5 1 3 3 30 96 141 44 14 3 0 0 341 21-30 291 22:00 0 0 0 1 1 0 2 18 30 8 1 0 0 0 61 21-30 57 23:00 0 0 2 0 0 0 15 3 1 0 0 0 0 0 21 17-26 19 Total 16 34 92 71 145 356 1190 2857 3758 1835 564 139 32 13 11102 Percent 0.1% 0.3% 0.8% 0.6% 1.3% 3.2% 10.7% 25.7% 33.8% 16.5% 5.1% 1.3% 0.3% 0.1% AM Peak 08:00 11:00 10:00 10:00 08:00 08:00 07:00 11:00 08:00 08:00 08:00 08:00 08:00 09:00 08:00 Vol. 1 3 8 10 26 49 112 192 229 130 52 13 5 2 779 PM Peak 19:00 16:00 16:00 12:00 13:00 12:00 18:00 17:00 15:00 16:00 16:00 14:00 15:00 13:00 17:00 Vol. 3 6 14 9 15 31 103 287 354 198 57 17 5 2 964 Attachment 2

Transportation Improvement Association Page 9

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by e university Station ID:

Latitude: 0' 0.0000 South NB,Start SB 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 0 0 0 0 0 1 11 0 0 0 0 0 0 0 12 12-21 12 01:00 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 12-21 3 02:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 12-21 2 03:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 11-20 1 04:00 0 0 0 0 0 1 2 0 0 0 0 0 0 0 3 12-21 3 05:00 0 0 0 0 0 0 12 0 0 0 0 0 0 0 12 12-21 12 06:00 0 0 0 0 0 0 57 0 0 0 0 0 0 0 57 12-21 57 07:00 0 0 0 0 0 0 237 0 0 0 0 0 0 0 237 12-21 237 08:00 0 0 0 3 0 0 258 0 0 0 0 0 0 0 261 12-21 259 09:00 0 0 1 4 0 0 182 0 0 0 0 0 0 0 187 12-21 183 10:00 0 0 2 2 0 0 159 0 0 0 0 0 0 0 163 12-21 160 11:00 0 0 4 0 0 0 176 0 0 0 0 0 0 0 180 12-21 176 12 PM 1 0 2 0 0 0 203 0 0 0 0 0 0 0 206 12-21 203 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 1 0 9 9 0 2 1303 0 0 0 0 0 0 0 1324 Percent 0.1% 0.0% 0.7% 0.7% 0.0% 0.2% 98.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 09:00 00:00 08:00 08:00 Vol. 4 4 1 258 261 PM Peak 12:00 12:00 12:00 12:00 Vol. 1 2 203 206 Total 26 47 172 114 226 542 3101 4677 6161 2851 869 207 46 22 19061 Percent 0.1% 0.2% 0.9% 0.6% 1.2% 2.8% 16.3% 24.5% 32.3% 15.0% 4.6% 1.1% 0.2% 0.1% 15th Percentile : 19 MPH 50th Percentile : 24 MPH 85th Percentile : 28 MPH 95th Percentile : 30 MPH

Stats 10 MPH Pace Speed : 19-28 MPH Number in Pace : 14889 Percent in Pace : 78.1% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 24 MPH Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn nb Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM * * * * * * * * * * * * * * * * * 13:00 14 1 1 5 0 4 29 151 202 91 11 2 0 0 511 21-30 454 14:00 41 0 1 2 2 5 38 167 185 107 34 3 0 0 585 21-30 472 15:00 77 0 1 1 6 3 31 132 287 173 39 1 0 0 751 22-31 605 16:00 83 1 0 6 1 8 36 181 348 164 38 6 1 0 873 22-31 706 17:00 41 0 2 7 3 8 63 255 380 148 42 5 0 0 954 21-30 804 18:00 27 0 0 3 0 11 89 251 233 88 20 0 0 0 722 19-28 602 19:00 26 0 1 2 2 10 47 191 171 67 15 0 0 0 532 21-30 445 20:00 7 0 0 1 1 3 36 125 137 57 9 4 0 1 381 21-30 331 21:00 5 0 1 2 2 3 16 89 100 45 10 2 0 1 276 21-30 239 22:00 0 0 0 0 2 4 13 47 51 23 8 0 0 0 148 21-30 125 23:00 2 0 0 1 0 1 13 33 22 6 0 0 0 0 78 19-28 70 Total 323 2 7 30 19 60 411 1622 2116 969 226 23 1 2 5811 Percent 5.6% 0.0% 0.1% 0.5% 0.3% 1.0% 7.1% 27.9% 36.4% 16.7% 3.9% 0.4% 0.0% 0.0% AM Peak Vol. PM Peak 16:00 13:00 17:00 17:00 15:00 18:00 18:00 17:00 17:00 15:00 17:00 16:00 16:00 20:00 17:00 Vol. 83 1 2 7 6 11 89 255 380 173 42 6 1 1 954 Attachment 2

Transportation Improvement Association Page 2

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn nb Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 1 0 0 0 1 1 8 15 19 4 1 0 0 0 50 19-28 43 01:00 0 0 0 0 2 4 6 5 3 6 1 0 0 0 27 15-24 16 02:00 0 0 0 0 1 0 2 6 5 4 0 0 0 0 18 21-30 16 03:00 0 0 0 0 0 0 1 7 2 0 0 0 0 0 10 18-27 10 04:00 1 0 0 0 0 0 1 4 3 4 0 0 0 0 13 22-31 11 05:00 0 0 0 0 0 4 7 15 14 6 0 1 0 0 47 19-28 38 06:00 0 0 0 0 0 2 22 66 63 32 4 1 0 0 190 21-30 168 07:00 27 0 0 2 1 10 49 171 268 143 30 6 0 0 707 21-30 598 08:00 23 0 0 1 0 4 32 144 256 160 40 6 0 0 666 22-31 573 09:00 11 0 1 0 0 5 26 86 151 108 21 7 3 0 419 21-30 354 10:00 12 0 0 1 3 6 22 113 158 90 27 4 0 0 436 22-31 370 11:00 29 0 0 0 4 3 27 92 168 121 42 5 1 0 492 22-31 395 12 PM 63 1 1 3 0 1 20 74 174 126 39 9 1 0 512 22-31 387 13:00 75 0 2 0 2 1 26 108 180 107 32 2 0 1 536 22-31 406 14:00 99 0 0 3 1 3 23 107 206 132 41 6 2 0 623 22-31 459 15:00 130 0 2 0 0 4 43 153 258 160 49 7 1 3 810 22-31 587 16:00 97 1 3 2 0 5 32 168 309 190 33 11 2 1 854 21-30 678 17:00 86 2 3 5 2 13 65 278 308 137 34 4 0 0 937 21-30 745 18:00 97 0 1 2 2 10 60 300 293 87 21 3 1 0 877 21-30 700 19:00 73 0 1 0 2 1 62 183 205 68 10 4 0 2 611 21-30 477 20:00 51 0 0 0 0 4 49 159 169 46 15 3 0 2 498 19-28 392 21:00 30 0 0 0 0 5 20 128 107 57 7 2 0 1 357 21-30 299 22:00 18 0 1 0 0 1 16 50 65 18 7 2 1 0 179 21-30 138 23:00 8 0 0 1 0 0 7 25 27 17 3 1 0 0 89 21-30 71 Total 931 4 15 20 21 87 626 2457 3411 1823 457 84 12 10 9958 Percent 9.3% 0.0% 0.2% 0.2% 0.2% 0.9% 6.3% 24.7% 34.3% 18.3% 4.6% 0.8% 0.1% 0.1% AM Peak 11:00 09:00 07:00 11:00 07:00 07:00 07:00 07:00 08:00 11:00 09:00 09:00 07:00 Vol. 29 1 2 4 10 49 171 268 160 42 7 3 707 PM Peak 15:00 17:00 16:00 17:00 13:00 17:00 17:00 18:00 16:00 16:00 15:00 16:00 14:00 15:00 17:00 Vol. 130 2 3 5 2 13 65 300 309 190 49 11 2 3 937 Attachment 2

Transportation Improvement Association Page 3

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn nb Station ID:

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 15 1 0 0 0 1 3 21 25 7 1 1 0 0 75 21-30 54 01:00 5 0 0 0 1 2 3 8 9 0 2 2 0 0 32 18-27 21 02:00 4 0 0 0 0 0 2 4 5 0 3 2 0 0 20 19-28 11 03:00 1 0 0 1 0 0 1 11 7 0 0 0 0 0 21 18-27 19 04:00 2 0 0 0 0 2 0 8 0 1 1 0 0 0 14 16-25 10 05:00 7 0 0 0 0 0 4 15 13 9 2 0 0 0 50 21-30 38 06:00 22 0 0 0 1 0 11 47 64 35 11 3 0 0 194 21-30 150 07:00 93 0 0 1 3 1 36 211 268 119 37 5 3 2 779 22-31 610 08:00 81 0 0 2 3 8 49 190 216 111 22 4 1 1 688 21-30 533 09:00 68 0 1 0 2 7 44 125 153 79 18 3 0 0 500 21-30 372 10:00 78 0 3 2 3 9 33 130 122 55 18 2 0 0 455 21-30 318 11:00 100 0 2 2 2 12 61 203 150 62 14 1 0 1 610 21-30 435 12 PM * * * * * * * * * * * * * * * * * 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 476 1 6 8 15 42 247 973 1032 478 129 23 4 4 3438 Percent 13.8% 0.0% 0.2% 0.2% 0.4% 1.2% 7.2% 28.3% 30.0% 13.9% 3.8% 0.7% 0.1% 0.1% AM Peak 11:00 00:00 10:00 08:00 07:00 11:00 11:00 07:00 07:00 07:00 07:00 07:00 07:00 07:00 07:00 Vol. 100 1 3 2 3 12 61 211 268 119 37 5 3 2 779 PM Peak Vol. Total 1730 7 28 58 55 189 1284 5052 6559 3270 812 130 17 16 19207 Percent 9.0% 0.0% 0.1% 0.3% 0.3% 1.0% 6.7% 26.3% 34.1% 17.0% 4.2% 0.7% 0.1% 0.1% 15th Percentile : 19 MPH 50th Percentile : 24 MPH 85th Percentile : 28 MPH 95th Percentile : 29 MPH

Stats 10 MPH Pace Speed : 21-30 MPH Number in Pace : 15309 Percent in Pace : 79.7% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 23 MPH Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn sb Station ID:

Latitude: 0' 0.0000 South DirectionStart 1 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM * * * * * * * * * * * * * * * * * 13:00 17 0 0 7 23 33 99 185 148 42 7 1 0 0 562 19-28 446 14:00 12 1 1 10 14 35 85 179 140 41 18 0 0 0 536 19-28 418 15:00 29 4 14 23 36 47 107 152 148 56 15 3 1 0 635 19-28 426 16:00 41 12 15 26 43 56 139 219 179 57 9 1 0 0 797 18-27 556 17:00 52 9 24 36 58 96 156 226 128 41 4 0 0 0 830 18-27 542 18:00 24 5 5 20 31 62 148 209 127 31 5 0 0 0 667 18-27 505 19:00 11 0 1 5 11 43 113 138 97 20 1 1 0 0 441 18-27 362 20:00 8 0 3 0 18 29 78 93 57 10 0 0 0 0 296 18-27 238 21:00 1 0 0 4 3 6 37 78 28 9 4 1 0 0 171 19-28 146 22:00 0 0 0 0 4 6 25 44 18 5 0 0 0 0 102 18-27 89 23:00 1 0 0 0 2 3 15 26 8 2 2 0 0 0 59 18-27 50 Total 196 31 63 131 243 416 1002 1549 1078 314 65 7 1 0 5096 Percent 3.8% 0.6% 1.2% 2.6% 4.8% 8.2% 19.7% 30.4% 21.2% 6.2% 1.3% 0.1% 0.0% 0.0% AM Peak Vol. PM Peak 17:00 16:00 17:00 17:00 17:00 17:00 17:00 17:00 16:00 16:00 14:00 15:00 15:00 17:00 Vol. 52 12 24 36 58 96 156 226 179 57 18 3 1 830 Attachment 2

Transportation Improvement Association Page 2

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn sb Station ID:

Latitude: 0' 0.0000 South DirectionStart 1 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 1 0 0 0 0 1 7 10 4 0 1 0 0 0 24 18-27 21 01:00 0 0 0 0 1 5 6 7 1 0 0 0 0 0 20 16-25 18 02:00 0 0 0 0 0 0 4 5 0 0 0 0 0 0 9 15-24 9 03:00 1 0 0 0 0 2 0 1 0 0 0 0 0 0 4 14-23 3 04:00 0 0 0 0 0 1 6 6 4 1 0 0 0 0 18 19-28 16 05:00 2 0 0 0 0 1 13 21 14 6 0 0 0 0 57 19-28 50 06:00 5 0 0 6 10 19 47 64 42 14 1 0 0 0 208 18-27 159 07:00 30 6 15 30 68 64 112 152 129 50 10 0 0 0 666 18-27 414 08:00 18 6 6 13 32 49 97 185 151 66 8 0 0 0 631 19-28 455 09:00 9 0 5 12 22 49 77 124 115 44 8 0 0 2 467 18-27 332 10:00 15 2 3 9 13 33 69 112 129 53 11 0 0 0 449 19-28 328 11:00 12 1 3 7 18 32 85 117 108 49 9 0 0 0 441 19-28 326 12 PM 17 4 2 13 27 49 98 170 106 49 9 3 0 0 547 19-28 390 13:00 15 0 2 7 22 42 101 175 126 41 10 2 0 0 543 18-27 416 14:00 22 4 1 13 28 41 78 152 150 44 9 1 0 0 543 19-28 395 15:00 30 4 9 27 33 49 131 196 125 51 18 3 0 0 676 19-28 469 16:00 43 6 8 27 42 79 111 191 162 66 14 2 0 0 751 18-27 490 17:00 49 5 21 31 65 123 154 178 147 53 7 1 0 0 834 18-27 520 18:00 27 4 6 23 44 79 141 216 129 32 6 0 1 0 708 18-27 512 19:00 13 3 2 10 29 44 89 171 120 24 0 0 0 0 505 18-27 395 20:00 7 1 1 4 20 29 64 107 66 20 3 0 0 0 322 18-27 247 21:00 3 0 1 2 3 24 40 77 46 10 2 0 0 0 208 18-27 171 22:00 2 0 0 0 0 7 31 49 19 5 1 0 0 0 114 18-27 101 23:00 2 0 0 0 1 2 9 17 14 4 2 0 0 0 51 19-28 41 Total 323 46 85 234 478 824 1570 2503 1907 682 129 12 1 2 8796 Percent 3.7% 0.5% 1.0% 2.7% 5.4% 9.4% 17.8% 28.5% 21.7% 7.8% 1.5% 0.1% 0.0% 0.0% AM Peak 07:00 07:00 07:00 07:00 07:00 07:00 07:00 08:00 08:00 08:00 10:00 09:00 07:00 Vol. 30 6 15 30 68 64 112 185 151 66 11 2 666 PM Peak 17:00 16:00 17:00 17:00 17:00 17:00 17:00 18:00 16:00 16:00 15:00 12:00 18:00 17:00 Vol. 49 6 21 31 65 123 154 216 162 66 18 3 1 834 Attachment 2

Transportation Improvement Association Page 3

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN by hawthorn sb Station ID:

Latitude: 0' 0.0000 South DirectionStart 1 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 1 0 0 0 2 5 8 18 10 3 0 0 0 0 47 18-27 38 01:00 0 0 0 0 0 3 5 12 3 0 0 0 0 0 23 16-25 21 02:00 0 0 0 0 0 1 3 7 1 2 0 0 0 0 14 19-28 12 03:00 1 0 0 0 0 0 3 4 2 0 1 0 0 0 11 19-28 9 04:00 1 0 0 0 0 0 4 14 4 0 0 0 0 0 23 18-27 22 05:00 0 0 0 0 1 2 12 22 13 3 0 0 0 0 53 19-28 48 06:00 4 0 0 4 2 8 35 72 54 12 0 0 0 0 191 19-28 165 07:00 32 3 14 26 51 67 146 175 112 28 5 0 0 0 659 18-27 455 08:00 21 6 6 21 43 53 142 183 74 28 4 2 0 0 583 18-27 417 09:00 19 1 9 17 30 42 106 127 103 27 3 0 0 0 484 18-27 350 10:00 17 0 10 9 17 55 97 122 88 21 1 2 1 0 440 18-27 325 11:00 22 1 4 16 24 49 116 185 78 32 4 0 0 0 531 18-27 395 12 PM * * * * * * * * * * * * * * * * * 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 118 11 43 93 170 285 677 941 542 156 18 4 1 0 3059 Percent 3.9% 0.4% 1.4% 3.0% 5.6% 9.3% 22.1% 30.8% 17.7% 5.1% 0.6% 0.1% 0.0% 0.0% AM Peak 07:00 08:00 07:00 07:00 07:00 07:00 07:00 11:00 07:00 11:00 07:00 08:00 10:00 07:00 Vol. 32 6 14 26 51 67 146 185 112 32 5 2 1 659 PM Peak Vol. Total 637 88 191 458 891 1525 3249 4993 3527 1152 212 23 3 2 16951 Percent 3.8% 0.5% 1.1% 2.7% 5.3% 9.0% 19.2% 29.5% 20.8% 6.8% 1.3% 0.1% 0.0% 0.0% 15th Percentile : 15 MPH 50th Percentile : 21 MPH 85th Percentile : 26 MPH 95th Percentile : 28 MPH

Stats 10 MPH Pace Speed : 18-27 MPH Number in Pace : 12277 Percent in Pace : 72.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 21 MPH Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: nb

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM 2 0 1 1 2 2 3 13 55 81 44 10 6 1 221 24-33 184 13:00 1 0 0 0 0 1 1 8 39 68 30 15 3 3 169 25-34 142 14:00 0 0 0 0 0 0 1 17 51 79 55 28 5 1 237 25-34 194 15:00 2 0 0 0 0 0 5 32 74 102 60 17 1 1 294 24-33 247 16:00 2 0 2 0 1 6 6 22 69 112 67 29 5 2 323 25-34 258 17:00 3 0 0 1 0 0 2 31 110 127 89 18 7 2 390 24-33 336 18:00 5 0 0 0 0 1 5 25 80 90 66 8 1 1 282 24-33 244 19:00 3 0 0 0 0 1 8 19 65 70 38 11 1 0 216 24-33 179 20:00 0 0 0 0 0 0 1 15 47 53 21 3 1 0 141 24-33 126 21:00 0 0 0 0 0 2 3 9 33 22 29 2 2 0 102 24-33 87 22:00 0 0 0 0 0 0 2 12 6 16 9 3 1 0 49 22-31 37 23:00 0 0 0 0 0 0 0 1 6 8 8 0 0 0 23 24-33 22 Total 18 0 3 2 3 13 37 204 635 828 516 144 33 11 2447 Percent 0.7% 0.0% 0.1% 0.1% 0.1% 0.5% 1.5% 8.3% 26.0% 33.8% 21.1% 5.9% 1.3% 0.4% AM Peak Vol. PM Peak 18:00 16:00 12:00 12:00 16:00 19:00 15:00 17:00 17:00 17:00 16:00 17:00 13:00 17:00 Vol. 5 2 1 2 6 8 32 110 127 89 29 7 3 390 Attachment 2

Transportation Improvement Association Page 2

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: nb

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 0 0 0 0 0 0 0 1 6 5 3 0 0 0 15 24-33 14 01:00 0 0 0 0 0 0 0 1 2 4 3 0 0 0 10 24-33 9 02:00 0 0 0 0 0 0 0 1 1 1 3 0 0 0 6 24-33 5 03:00 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 23-32 2 04:00 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 17-26 1 05:00 0 0 0 0 0 0 2 3 3 2 0 1 0 0 11 19-28 9 06:00 0 0 0 0 0 0 3 8 21 26 11 6 2 0 77 24-33 61 07:00 4 0 0 0 0 1 6 30 93 78 41 13 5 3 274 24-33 222 08:00 2 0 0 0 0 0 3 20 60 91 74 29 12 2 293 25-34 235 09:00 0 0 0 0 0 0 0 5 36 52 32 19 8 2 154 25-34 126 10:00 1 0 0 0 0 1 4 11 43 45 36 14 5 1 161 25-34 129 11:00 2 0 0 1 0 0 0 14 59 64 58 15 3 0 216 25-34 186 12 PM 4 0 0 1 1 1 5 24 45 72 48 14 5 3 223 24-33 173 13:00 0 0 0 0 0 1 2 24 67 69 43 9 3 1 219 24-33 187 14:00 0 0 3 1 0 2 5 14 55 94 69 17 4 2 266 25-34 224 15:00 5 0 0 0 0 0 2 17 77 107 55 27 3 3 296 25-34 248 16:00 0 0 0 0 0 0 0 23 85 112 88 31 15 0 354 25-34 295 17:00 2 0 0 0 0 0 5 48 104 140 89 17 10 2 417 24-33 349 18:00 6 0 0 0 0 0 0 33 85 101 55 24 3 3 310 24-33 252 19:00 1 0 0 0 0 0 0 14 69 61 28 7 2 0 182 24-33 163 20:00 0 0 0 0 0 0 1 7 30 49 35 6 1 0 129 25-34 116 21:00 1 0 0 0 0 0 0 7 42 26 22 3 0 0 101 24-33 92 22:00 0 0 0 0 0 0 2 11 19 16 4 2 0 0 54 22-31 47 23:00 0 0 0 0 0 0 2 3 8 13 4 2 0 0 32 24-33 26 Total 28 0 3 3 1 6 42 319 1011 1229 802 256 82 22 3804 Percent 0.7% 0.0% 0.1% 0.1% 0.0% 0.2% 1.1% 8.4% 26.6% 32.3% 21.1% 6.7% 2.2% 0.6% AM Peak 07:00 11:00 07:00 07:00 07:00 07:00 08:00 08:00 08:00 08:00 07:00 08:00 Vol. 4 1 1 6 30 93 91 74 29 12 3 293 PM Peak 18:00 14:00 12:00 12:00 14:00 12:00 17:00 17:00 17:00 17:00 16:00 16:00 12:00 17:00 Vol. 6 3 1 1 2 5 48 104 140 89 31 15 3 417 Attachment 2

Transportation Improvement Association Page 3

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: nb

Latitude: 0' 0.0000 South NBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 0 0 0 0 0 0 0 6 8 8 3 2 0 0 27 22-31 23 01:00 0 0 0 0 0 0 1 3 2 6 0 1 3 0 16 22-31 11 02:00 0 0 0 0 0 0 0 0 2 1 0 1 1 0 5 25-34 3 03:00 0 0 0 0 0 0 0 1 1 3 1 0 0 0 6 24-33 5 04:00 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 20-29 2 05:00 0 0 0 0 0 0 0 5 3 5 2 0 0 0 15 22-31 14 06:00 0 0 1 0 0 0 4 8 12 21 10 2 0 0 58 24-33 46 07:00 2 0 0 0 0 0 10 45 84 89 49 14 1 1 295 24-33 237 08:00 3 0 0 1 0 4 5 29 72 74 37 12 1 1 239 24-33 193 09:00 4 0 0 0 0 1 0 18 58 48 33 10 0 1 173 24-33 145 10:00 2 1 0 0 0 1 0 21 57 42 25 10 2 0 161 24-33 131 11:00 1 0 0 0 0 1 10 16 75 66 31 6 1 0 207 24-33 177 12 PM * * * * * * * * * * * * * * * * * 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 12 1 1 1 0 7 30 152 375 364 191 58 9 3 1204 Percent 1.0% 0.1% 0.1% 0.1% 0.0% 0.6% 2.5% 12.6% 31.1% 30.2% 15.9% 4.8% 0.7% 0.2% AM Peak 09:00 10:00 06:00 08:00 08:00 07:00 07:00 07:00 07:00 07:00 07:00 01:00 07:00 07:00 Vol. 4 1 1 1 4 10 45 84 89 49 14 3 1 295 PM Peak Vol. Total 58 1 7 6 4 26 109 675 2021 2421 1509 458 124 36 7455 Percent 0.8% 0.0% 0.1% 0.1% 0.1% 0.3% 1.5% 9.1% 27.1% 32.5% 20.2% 6.1% 1.7% 0.5% 15th Percentile : 24 MPH 50th Percentile : 27 MPH 85th Percentile : 31 MPH 95th Percentile : 34 MPH

Stats 10 MPH Pace Speed : 24-33 MPH Number in Pace : 6176 Percent in Pace : 82.8% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 28 MPH Attachment 2

Transportation Improvement Association Page 1

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: sb

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/04/20 * * * * * * * * * * * * * * * * * 01:00 * * * * * * * * * * * * * * * * * 02:00 * * * * * * * * * * * * * * * * * 03:00 * * * * * * * * * * * * * * * * * 04:00 * * * * * * * * * * * * * * * * * 05:00 * * * * * * * * * * * * * * * * * 06:00 * * * * * * * * * * * * * * * * * 07:00 * * * * * * * * * * * * * * * * * 08:00 * * * * * * * * * * * * * * * * * 09:00 * * * * * * * * * * * * * * * * * 10:00 * * * * * * * * * * * * * * * * * 11:00 * * * * * * * * * * * * * * * * * 12 PM 6 1 2 1 5 11 26 41 74 46 22 4 1 0 240 21-30 170 13:00 9 0 0 0 2 8 13 41 62 49 30 10 1 0 225 22-31 162 14:00 4 0 2 1 4 10 27 50 66 41 19 10 6 3 243 21-30 166 15:00 11 1 2 4 7 23 39 62 71 47 20 11 4 2 304 21-30 193 16:00 16 2 1 3 13 18 33 72 86 51 34 11 2 1 343 22-31 220 17:00 19 2 2 6 15 36 57 78 70 67 30 14 2 0 398 21-30 234 18:00 8 1 2 3 11 18 44 61 71 42 23 5 1 2 292 19-28 190 19:00 9 0 0 0 2 3 19 51 56 43 11 6 2 1 203 21-30 156 20:00 5 0 0 0 0 9 19 46 34 20 14 2 2 0 151 21-30 106 21:00 3 0 0 0 0 0 11 20 19 15 3 4 0 0 75 21-30 58 22:00 0 0 0 0 2 4 4 7 19 15 2 0 0 0 53 21-30 42 23:00 1 0 0 0 1 0 1 4 8 5 5 1 1 0 27 24-33 19 Total 91 7 11 18 62 140 293 533 636 441 213 78 22 9 2554 Percent 3.6% 0.3% 0.4% 0.7% 2.4% 5.5% 11.5% 20.9% 24.9% 17.3% 8.3% 3.1% 0.9% 0.4% AM Peak Vol. PM Peak 17:00 16:00 12:00 17:00 17:00 17:00 17:00 17:00 16:00 17:00 16:00 17:00 14:00 14:00 17:00 Vol. 19 2 2 6 15 36 57 78 86 67 34 14 6 3 398 Attachment 2

Transportation Improvement Association Page 2

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: sb

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/05/20 0 0 0 0 0 0 2 2 5 7 1 0 0 0 17 21-30 15 01:00 0 0 0 0 0 0 0 2 4 2 2 1 0 0 11 22-31 9 02:00 0 0 0 0 0 1 0 0 4 1 0 0 0 0 6 20-29 5 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 04:00 1 0 0 0 0 0 1 0 1 4 0 1 0 0 8 28-37 5 05:00 0 0 0 0 0 0 1 3 15 2 4 1 0 0 26 23-32 22 06:00 5 0 0 0 0 0 12 11 31 12 5 4 0 0 80 19-28 58 07:00 25 1 5 5 9 28 34 71 50 53 41 11 5 2 340 22-31 188 08:00 2 1 2 5 1 13 22 73 60 53 32 10 3 2 279 22-31 197 09:00 2 0 0 1 1 7 22 38 55 36 21 11 3 1 198 21-30 136 10:00 4 0 0 0 1 5 16 36 45 33 10 6 0 0 156 21-30 119 11:00 4 0 2 4 4 13 19 34 47 38 19 4 2 2 192 22-31 125 12 PM 10 0 1 1 7 16 31 58 58 39 22 10 1 0 254 21-30 165 13:00 1 1 2 1 2 6 24 45 52 48 28 11 4 0 225 22-31 154 14:00 10 0 1 2 2 5 25 58 57 47 26 9 1 1 244 22-31 171 15:00 12 0 1 1 8 15 44 64 84 48 31 7 1 0 316 21-30 211 16:00 8 1 4 5 13 27 49 81 86 59 22 7 2 0 364 21-30 242 17:00 20 1 6 8 15 30 57 105 75 46 32 6 1 2 404 19-28 252 18:00 7 0 0 4 7 16 55 84 77 48 24 4 0 0 326 19-28 232 19:00 3 0 0 1 2 8 23 47 63 34 26 6 1 0 214 22-31 153 20:00 0 0 1 1 1 3 11 26 46 40 18 4 0 0 151 22-31 118 21:00 0 0 0 0 0 3 7 20 21 15 9 1 0 0 76 22-31 59 22:00 0 0 0 0 0 2 6 11 15 10 4 0 0 0 48 21-30 38 23:00 0 0 0 0 0 0 3 10 3 3 2 2 0 0 23 21-30 17 Total 114 5 25 39 73 198 464 879 954 678 379 116 24 10 3958 Percent 2.9% 0.1% 0.6% 1.0% 1.8% 5.0% 11.7% 22.2% 24.1% 17.1% 9.6% 2.9% 0.6% 0.3% AM Peak 07:00 07:00 07:00 07:00 07:00 07:00 07:00 08:00 08:00 07:00 07:00 07:00 07:00 07:00 07:00 Vol. 25 1 5 5 9 28 34 73 60 53 41 11 5 2 340 PM Peak 17:00 13:00 17:00 17:00 17:00 17:00 17:00 17:00 16:00 16:00 17:00 13:00 13:00 17:00 17:00 Vol. 20 1 6 8 15 30 57 105 86 59 32 11 4 2 404 Attachment 2

Transportation Improvement Association Page 3

100 E. Big Beaver Road, Suite 910 Troy, MI 48326 Site Code: MAIN s of woodsboro Station ID: sb

Latitude: 0' 0.0000 South SBStart 1 4 7 10 13 16 19 22 25 28 31 34 37 40 Pace Number Time 3 6 9 12 15 18 21 24 27 30 33 36 39 999 Total Speed in Pace 03/06/20 2 0 0 1 0 1 0 3 6 4 2 1 0 0 20 22-31 14 01:00 0 0 0 0 0 0 0 3 5 2 3 0 0 0 13 22-31 11 02:00 0 0 0 0 0 0 0 1 0 1 1 0 0 0 3 28-37 2 03:00 0 0 0 0 0 0 1 0 1 0 2 0 0 0 4 25-34 3 04:00 0 0 0 0 0 0 1 3 2 5 1 1 0 0 13 22-31 10 05:00 1 0 0 0 0 0 1 3 6 5 2 0 0 0 18 22-31 15 06:00 4 0 0 0 1 4 9 25 32 14 6 1 0 0 96 21-30 74 07:00 25 0 2 7 10 32 42 71 62 39 32 14 5 1 342 19-28 188 08:00 12 0 1 0 4 10 20 50 54 41 34 11 3 2 242 22-31 156 09:00 5 0 0 1 3 6 12 28 56 37 21 12 8 3 192 22-31 128 10:00 5 0 0 0 2 5 24 38 42 28 17 10 7 1 179 21-30 116 11:00 6 0 2 2 6 16 23 36 37 39 25 8 3 0 203 22-31 120 12 PM * * * * * * * * * * * * * * * * * 13:00 * * * * * * * * * * * * * * * * * 14:00 * * * * * * * * * * * * * * * * * 15:00 * * * * * * * * * * * * * * * * * 16:00 * * * * * * * * * * * * * * * * * 17:00 * * * * * * * * * * * * * * * * * 18:00 * * * * * * * * * * * * * * * * * 19:00 * * * * * * * * * * * * * * * * * 20:00 * * * * * * * * * * * * * * * * * 21:00 * * * * * * * * * * * * * * * * * 22:00 * * * * * * * * * * * * * * * * * 23:00 * * * * * * * * * * * * * * * * * Total 60 0 5 11 26 74 133 261 303 215 146 58 26 7 1325 Percent 4.5% 0.0% 0.4% 0.8% 2.0% 5.6% 10.0% 19.7% 22.9% 16.2% 11.0% 4.4% 2.0% 0.5% AM Peak 07:00 07:00 07:00 07:00 07:00 07:00 07:00 07:00 08:00 08:00 07:00 09:00 09:00 07:00 Vol. 25 2 7 10 32 42 71 62 41 34 14 8 3 342 PM Peak Vol. Total 265 12 41 68 161 412 890 1673 1893 1334 738 252 72 26 7837 Percent 3.4% 0.2% 0.5% 0.9% 2.1% 5.3% 11.4% 21.3% 24.2% 17.0% 9.4% 3.2% 0.9% 0.3% 15th Percentile : 18 MPH 50th Percentile : 24 MPH 85th Percentile : 29 MPH 95th Percentile : 32 MPH

Stats 10 MPH Pace Speed : 21-30 MPH Number in Pace : 5197 Percent in Pace : 66.3% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% Mean Speed(Average) : 24 MPH Attachment 2 Attachment 2 Attachment 2 Attachment 2 Attachment 2