Traffic and Safety Commission

Public participation is invited. When called upon, please approach the microphone and state your name. Kindly limit your remarks to three (3) minutes. VILLAGE OF VILLA PARK Village Hall, Board Room 20 S. Ardmore Avenue Villa Park, IL 60181 Traffic And Safety Commission May 6, 2025 8:00 PM Chairman J. Pienkos Commissioners: Jack Cuthbertson, Joey DeTomaso, Vicki Flaskamp, Tricia Little, Edward McMurray, Carl Timmerman, Karen Timmerman, and Bob Wagner Please Note: The commission created herein shall act in an advisory capacity to the corporate authorities in all matters of traffic and safety which are referred to the commission or which are initiated or investigated by the commission on its own motion. 1. Call to Order 2. Roll Call 3. Amendments to the Agenda 4. Public Comments on Agenda Items 5. Public Comments on Non-Agenda Items 6. Presentation a. Report of the Bike, Pedestrian, and Transit Subcommittee 7. Approval of Minutes a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on February 4, 2025 b. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on March 4, 2025 8. Old Business a. Item No. 902 - Stop Signs at Elm and Princeton b. Item No. 903 - Stop Signs at Division and Princeton c. Item No. 906 - Crosswalk across Ardmore Avenue near Lufkin Park Page 1 of 101  d. Item No. 907 - "Drive Like Your Kids Play Here" signs e. Item No. 908 - Speeding / traffic safety issues on Madison between Villa and Riverside f. Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid g. Item No. 910 - Traffic and parking on Wildwood east of Euclid to Villa Avenue 9. New Business a. Item No. 911 - Traffic crashes on South Euclid north of Roosevelt Road 10. Commissioner Comments 11. Chairman Comments 12. Village Board Liaison Comments 13. Village Staff Comments 14. Adjournment The Villa Park Village Hall is subject to the requirements of the Americans with Disabilities Act of 1990. An elevator is operational at the north side entrance to the Village Hall during normal work hours and also during evenings. lndividuals with special needs are requested to contact the Village's Compliance Officer at (630) 834-8500 so that reasonable accommodations can be made for those persons. Page 2 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Report of the Bike, Pedestrian, and Transit Subcommittee RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 3 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Consider approval of pending minutes from the Traffic and Safety Commission meeting held on February 4, 2025 RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 4 of 101  Next Business Item No. 908 VILLAGE OF VILLA PARK Village Hall Board Room 20 South Ardmore Avenue Villa Park, Illinois 60181 Traffic and Safety Commission February 4, 2025 8:00 PM Chairperson J. Pienkos Commissioners Jack Cuthbertson, Joey DeTomaso, Vicki Flaskamp, Tricia Little, Edward McMurray, Carl Timmerman, Karen Timmerman, and Bob Wagner MINUTES OF THE MEETING HELD IN VILLAGE HALL BY THE TRAFFIC AND SAFETY COMMISSION OF THE VILLAGE OF VILLA PARK ON FEBRUARY 4, 2025 1. Call to Order. Chairperson Pienkos called the meeting to order at 8:00 p.m. 2. Roll Call. ExOfficio Mantels called the roll. PRESENT: Cuthbertson, DeTomaso, Little, Pienkos, CK Timmerman, Wagner, McMurray, K. Timmerman. ABSENT: Flaskamp Staff Present: Jesus Landa, Police Sergeant; Kevin Mantels, Assistant Village Engineer. Board Present: None. Others Present: None. 3. Amendments to the Agenda. Ex-Officio Mantels noted that the December minutes draft is ready. The January meeting minutes are not yet available. Motion to table Agenda Item 7b, Approval of Minutes, made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote carried with all ayes. Motion carried. Item 7b tabled. 4. Public Comments on Agenda Items. None 5. Public Comments on Non-Agenda Items. Ray Tanner spoke regarding a request he previously made to have a 4-way stop sign installed at Princeton and Elm and Princeton and Division. He noted there was a recent accident where a child was struck by a vehicle. Tina Konstatos spoke with concerns of vehicles turning West from Southbound Ardmore and vehicles making a U-turn from Eastbound to Westbound on North Ave. Both directions have a green arrow. Commissioner Cuthbertson noted this may be a state issue being that North Ave is a state road. Commissioner Little noted and it was confirmed by Sgt Landa that vehicles turning must stay in the lane closest to them. Concerning North Avenue and Ardmore Avenue. Sergeant Page 1 of 5 Page 5 of 101  Landa confirmed that any vehicles turning right must yield to any traffic in roadway and traffic making a U-turn from eastbound north Avenue to westbound North Avenue has the right of way. Drivers must turn in lane closest to them. Commissioner Wagner noted that any change in traffic signals would be the responsibility of IDOT. Katherine Maywood, Dist. 45 school nurse has concerns regarding traffic on Harvard Ave during Ardmore School pick up times. Students are at risk when crossing the street due to speeding vehicles and commercial vehicles traveling on Harvard. 6. Presentations. 6a. Report of the Bike, Pedestrian, and Transit Subcommittee. Commissioner Wagner noted that the subcommittee’s last meeting was held on 1/23/2025. Commissioner Wagner provided updates “Project Sidewalk”. There was a grant awarded to this project. This grant was awarded to a private citizen, will benefit Willowbrook High School students involved in the project and they are working on developing an app to identify issues. Training for students took place on 2/4/2023. Bike summit being held in Springfield, IL on May 21, 2025, with support of the police department and Elmhurst Bike Club. Commissioner Joe Amore gave his report from the DuPage Rail Safety Council. The subcommittee is discussed a possible coffee shop at the Metra Station. Commissioner Wagner attended a meeting for League of Cycling Instructors and noted they have a new e-bike curriculum. 7. Approval of Minutes. 7a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on December 3, 2024. Motion to approve the minutes of the Traffic and Safety Commission meeting held on December 3, 2025, was made by Commissioner Wagner and seconded by Commissioner DeTomaso. Voice vote passed with all ayes. Motion carried. Minutes approved. 7b. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on January 7, 2025. Motion to table the minutes of the Traffic and Safety Commission meeting held on January 7, 2025, was made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. 8. Old Business. 8a. Item No. 900 – Parking restrictions on Princeton south of Belden. ExOfficio Mantels noted at December 3, 2024, meeting, discussions were had regarding staff placing barricades, parking curbs, boulders or custom signs. Signs will not be able to be used due to the current Village Ordinance. Suggestions were made that Parks and Recreation staff or parents can set up temporary signs when needed. Local residents do not want 24/7-365 parking restrictions. Commissioner C. Timmerman inquired whether parking restriction items would be permanent. ExOfficio Mantels confirmed that any items would be a permanent fixture. Commissioner DeTomaso had conversation with Parks and Recreation Director Greg Gola. Discussed in general, additional parking, fencing and scheduling of games/events. Commissioner Cuthbertson made a point that he did not want residents to be affected so they can utilize the space during times there are no events. Commissioner Wagner suggested that specific verbiage be added to the events guide specifying parking restrictions. Commissioners agreed that no action would be taken to recommend approval of the draft ordinance or any other ordinance at this time. Page 2 of 5 Page 6 of 101 Motion to rescind the draft ordinance was made by Commissioner Little and seconded by Commissioner DeTomaso. Voice vote passed with all ayes. Motion carried. Conclusion that Parks and Recreation will be responsible to parking restrictions ExOfficio Mantels confirmed that we can send a notice to residents regarding parking restrictions. Motion to remove 8a. Item 900 was made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. 8b. Item No. 902 – Stop Signs at Elm and Princeton. ExOfficio Mantels has reached out to the PD for copy of most recent crash report at this location. No traffic study has been done at this time. Also confirmed that the METCD has specific standards (2b.13) regarding how many crash reports and time frames in order to add traffic signs. Commissioner DeTomaso inquired if there were crosswalks at these intersections. ExOfficio Mantels confirmed there are crosswalks, but they are not marked. Commissioners DeTomaso and Little discussed crash report from 6/24/2025. Commissioner McMurray question length of time to get warrant study completed and suggested adding signs to current stop signs stating that cross traffic does not stop. ExOfficio Mantels advised warrant study would be completed in 1-2 meetings but hasn't been completed yet. Chairperson Pienkos and Commissioner DeTomaso requesting at least 3 years of crash reports. Multiple discussions regarding adding and removing multiple stop signs between Addison and Ardmore. ExOfficio Mantels stated that a warrant study would not encompass multiple intersections. He will pull appropriate crash reports will be provided at next meeting. Item pending 8c. Item No. 903 – Stop Signs at Division and Princeton. See Item No. 902. Item pending 8d. Item No. 906 – Crosswalk across Ardmore Avenue near Lufkin Park. Chairperson noted that a traffic study will be done when weather permits. Director Guerra confirmed that the scope of study will include pedestrian and bicycle traffic. Commissioner Little mentioned that commissioners brought up concerns regarding accuracy of traffic study. Director Guerra advised that the equipment used has the technology to count pedestrian traffic at corner of Jackson and Ardmore as well as traffic that crosses at non crosswalk areas. Director Guerra noted that there will be multiple options to complete the Phase 1 study. He anticipated the preliminary reports from traffic study should be done by Mid June 2025. Commissioner Flaskamp questioned what the difference with the crosswalk when Lufkin Pool was operating as opposed to the new park. Chairperson Pienkos noted that he is not aware of any issues prior to the park being built. Commissioner Wagner noted that Lufkin Pool was used seasonally, and the new park is used nearly year-round. Keeping item on agenda for further discussion. Engineering agreement that includes pedestrian study approved at last board meeting. Accuracy depends on Lufkin Park being open and school is in session. Item pending until Spring 2025. 8f. Item No. 907 – “Drive Like Your Kids Play Here” signs Commissioner Wagner noted that they had 18 out of 200 signs left at Police Page 3 of 5 Page 7 of 101  Department and would like to hold off on ordering more until the remaining signs are gone. Discussions regarding new wording for signs. He suggested to wait to order more signs until he has an accurate count. Commissioner DeTomaso inquired on first event of the year that will be distributing signs and recommended ordering more sgns before needed so Village is prepared. Commissioner Wagner confirmed first event would be the Prairie Path Cleanup mid April. Chairperson Pienkos recommended waiting to order more signs until the need arises. Commission McMurray suggests adding more locations for sign pick up. Keeping item on agenda for further discussion. Commissioner C Timmerman requested to leave item on agenda to follow up at next meeting. Item pending. 9. New Business. 9a. Item No. 908 – Speeding/Traffic Safety Issues on Madison between Villa Ave and Riverside Dr ExOfficio Mantels noted that a speed radar sign was posted. Results are unknown at this time. The Village is still exploring other options. Commissioners Wagner and C. Timmerman both mentioned that they visited area and had not noticed any issues and traffic was light. Commissioner Wagner also noted that there was a noticeable police presence. 9b. Item No. 909 - Reversing No Parking on Wildwood Ave from the South side to North side. DeTomaso mentioned the suggestion from a resident at Coffee with the Board to change parking on Wildwood from the south side to the north side. He would like it to be added to agenda. ExOfficio Mantels investigated when and why it was changed. There was an ordinance (2040, adopted 3/2018) passed by the board; T & S had no knowledge of new ordinance. Commissioner DeTomaso mentioned issues consist of overgrowth of brush that encroaches into street making it difficult for residents to utilize parking space. When foliage is trimmed, the issue is non-existent. Commissioner Cuthbertson has concerns with loss of parking spaces if the sides are reversed. Commissioner C. Timmerman wanted to note that the new rec center and it being a possible polling place would also increase the number of vehicles. ExOfficio Mantels will provide board with ordinance. Motion to add item was made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote passed with 6 ayes and 2 nays. Motion carried. New Item(s): RE: Traffic on Harvard near Ardmore School Chairperson Pienkos, Commissioner C. Timmerman and Commissioner McMurray noted that this has been a continuous issue. The school was previously given three options by the village after a traffic study was performed and ultimately decided to take on issue themselves. Commissioner McMurray recommended sending a letter to district 45 stipulating that this is still an issue. Chairperson Pienkos noted we will contact the school to inform them of the issue. 10. Commissioner Comments. 10a. Commissioner DeTomaso None 10b. Commissioner Cuthbertson None 10c. Commissioner Wagner wanted to note that he recommends a program regarding student traffic being due to students being driven to school as opposed to walking or riding their bicycles. Page 4 of 5 Page 8 of 101  10d. Commissioner McMurray Canadian national railroad crossing at Addison Road has severe damage to the cement bases holding crossing gates. 10e. Commissioner Little wanted everyone to understand that even small issues are important. And to reach out to your commissioners. 10f. Commissioner C. Timmerman mentioned an article in the Chicago Tribune regarding panhandling as a safety issue. He will provide the article via email, and it will also be included in the next agenda. 11. Chairperson Comments. Chairperson Pienkos introduced and welcomed Janelle Manzke as the new secretary for the Traffic and Safety commission. 12. Village Board Liaison Comments. 12a. ExOfficio Mantels has previously spoken to Canadian National Railroad, and they advised that they need to discuss appropriate time with IDOT to make repairs at the Addison Rd., Crossing as mentioned by Commissioner McMurray. 13. Village Staff Comments. None 14. Adjournment. Motion to adjourn was made by Commissioner Wagner and seconded by Commissioner K. Timmerman Voice vote passed with all ayes. Motion carried. Meeting adjourned at 9:43 p.m. Respectfully submitted, Janelle Manzke Secretary Next Meeting is scheduled for March 4, 2025. Page 5 of 5 Page 9 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Consider approval of pending minutes from the Traffic and Safety Commission meeting held on March 4, 2025 RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 10 of 101  VILLAGE OF VILLA PARK Village Hall Board Room 20 South Ardmore Avenue Villa Park, Illinois 60181 Traffic and Safety Commission March 4, 2025 8:00 PM Chairperson J. Pienkos Commissioners Jack Cuthbertson, Joey DeTomaso, Vicki Flaskamp, Tricia Little, Edward McMurray, Carl Timmerman, Karen Timmerman, and Bob Wagner MINUTES OF THE MEETING HELD IN VILLAGE HALL BY THE TRAFFIC AND SAFETY COMMISSION OF THE VILLAGE OF VILLA PARK ON MARCH 4, 2025 1. Call to Order. Chairperson Pienkos called the meeting to order at 8:00 p.m. 2. Roll Call. ExOfficio Mantels called the roll. PRESENT: Cuthbertson, DeTomaso, Flaskamp, Little, Pienkos, C. Timmerman, Wagner, McMurray, K. Timmerman. ABSENT: None Staff Present: Kevin Mantels, Assistant Village Engineer. Board Present: None. Others Present: None. 3. Amendments to the Agenda. Ex-Officio Mantels noted that the January minutes draft is ready. The February meeting minutes are not yet available. Motion to remove Agenda Item 7b made by Commissioner Wagner and seconded by Commissioner MCMurray. Voice vote carried with all ayes. Approval of January Minutes, made by Commissioner Wagner and seconded by Commissioner McMurray. Voice vote carried with all ayes. Motion carried. Item 7b removed. 4. Public Comments on Agenda Items. Resident spoke regarding 8e Item No. 908. Resident has concerns about vehicles leaving the rec center and speeding down the street. She noted that having parking on the South side creates opportunity for damage to vehicles from overgrown foliage and theft. She is in favor of changing parking from South side to North side. 5. Public Comments on Non-Agenda Items. None Page 1 of 5 Page 11 of 101 6. Presentations. 6a. Report of the Bike, Pedestrian, and Transit Subcommittee. Commissioner Wagner noted that the subcommittee’s last meeting was held on February 27, 2025. Commissioner Wagner provided updates regarding “Project Sidewalk”. The project will be funded by Active Transportation Alliance. The Ride of Silence will take place on on May 21, 2025 with support of the police department and Elmhurst Bike Club. The Parks and Recreation Department will host a Smart Cycling class on May 12, 2025. Approval of Minutes. 7. Approval of Minutes. 7a. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on January 7, 2025. Motion to approve the minutes of the Traffic and Safety Commission meeting held on December 3, 2025, was made by Commissioner Wagner and seconded by Commissioner McMurray. Voice vote passed with all ayes. Motion carried. Minutes approved. 7b. Consider approval of pending minutes from the Traffic and Safety Commission meeting held on February 4, 2025. Item removed 8. Old Business. 8a. Item No. 900 – Parking restrictions on Princeton south of Belden. ExOfficio Mantels noted at December 3, 2024 meeting, discussions were had regarding staff placing barricades, parking curbs, boulders or custom signs. Signs will not be able to be used due to the current Village Ordinance. Suggestions were made that Parks and Recreation staff or parents can set up temporary signs when needed. Local residents do not want 24/7-365 parking restrictions. Commissioner C. Timmerman inquired whether parking restriction items would be permanent. ExOfficio Mantels confirmed that any items would be a permanent fixture. Commissioner DeTomaso had conversation with Parks and Recreation Director Greg Gola. Discussed in general, additional parking, fencing and scheduling of games/events. Commissioner Cuthbertson made a point that he did not want residents to be affected so they can utilize the space during times there are no events. Commissioner Wagner suggested that specific verbiage be added to the events guide specifying parking restrictions. Commissioners agreed that no action would be taken to recommend approval of the draft ordinance or any other ordinance at this time. Motion to rescind the draft ordinance was made by Commissioner Little and seconded by Commissioner DeTomaso. Voice vote passed with all ayes. Motion carried. 8b. Item No. 902 – Stop Signs at Elm and Princeton. ExOfficio Mantels reported that a warrant study for an all-way stop is being discussed with the Engineering Department. A diagram and crash reports have been provided for this meeting. He noted that the State of Illinois data through IDOT is only for the previous calendar year, not 2025. Page 2 of 5 Page 12 of 101 Commissioner Little raised questions regarding locations of two crashes in the diagram one dated June 16, 2023 and the other October 2, 2023. They appear to be in the front yard of addresses. ExOfficio Mantels noted that the points of crash may not be accurate. He will re-review and adjust locations if needed. st recent crash report at this location. No traffic study has been done at this time. Also confirmed that the METCD has specific standards (2b.13) regarding how many crash reports and time frames in order to add traffic signs. Commissioner DeTomaso inquired if there were crosswalks at these intersections. ExOfficio Mantels confirmed there are crosswalks, but they are not marked. Commissioners DeTomaso and Little discussed crash report from 6/24/2025. Commissioner McMurray question length of time to get warrant study completed and suggested adding signs to current stop signs stating that cross traffic does not stop. ExOfficio Mantels advised warrant study would be completed in 1-2 meetings but hasn't been completed yet. Chairperson Pienkos and Commissioner DeTomaso requesting at least 3 years of crash reports. Multiple discussions regarding adding and removing multiple stop signs between Addison and Ardmore. ExOfficio Mantels stated that a warrant study would not encompass multiple intersections. He will pull appropriate crash reports will be provided at next meeting. Chairperson DeTomaso raised questions as to why certain information was redacted from police reports. ExOfficio Mantels will review the need for redactions and update commissioners. Motion to pend Item No 902 and 903 was made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. 8c. Item No. 903 – Stop Signs at Division and Princeton. See Item No. 902. Item pending 8e. Item No. 906 – Crosswalk across Ardmore Avenue near Lufkin Park. ExOfficio Mantels confirmed that in January the Village Board approved engineering service agreement for the Phase 1 engineering design of the Ardmore corridor, from Roosevelt Rd to North Ave. This will include the traffic/pedestrian traffic study in the Lufkin Park corridor, after the weather permits, the park is in full operation and students are still attending school. Commissioner McMurray questioned whether the crosswalk will be at the intersection of Jackson St and Ardmore Ave or the park entrance. ExOfficio Mantels noted that that will be determined when the traffic study has concluded. Motion to table Item No 906 was made by Commissioner Little and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. 8f. Item No. 907 – “Drive Like Your Kids Play Here” signs Commissioner Wagner noted that the Prairie Path/Great Western Train clean up event will be held on April 26, 2025. He is recommending the commission wait until after this event to order more signs. Chairperson Pienkos stated he would suggest waiting until all the signs have been distributed. Commissiners DeTomaso and Flaskamp remarked that the signs should be ordered before the current signs are gone. Commissioner Wagner noted that they can be ordered and received within two weeks. General discussions regarding if police department had room for storage of signs, budgeting for signs and placing signs in different locations like schools and parks. Motion to order 200 more signs was made by Commissioner Flaskamp and seconded by Commissioner DeTomaso. Voice vote passed with six ayes and three nays. Motion carried. Page 3 of 5 Page 13 of 101 9. New Business. 9a. Item No. 908 – Speeding/Traffic Safety Issues on Madison between Villa Ave and Riverside Dr ExOfficio Mantels noted that a traffic crash and diagram has been completed and will be available for the April 1, 2025, meeting. Motion to table item was made by Commissioner DeTomaso and seconded by Commissioner C. Timmerman. Voice vote passed with all ayes. Motion carried. 9b. Item No. 909 - Reversing No Parking on Wildwood Ave from the South side to North side. ExOfficio Mantels water to note that whether the commission votes to approve requested changes, it will need to reconcile the village code. Currently there is approved street parking on the South side of Wildwood Ave from Euclid East and prohibited from Euclid West. ExOfficio Mantels will try to provide a sketch of what parking changes would look like. Commissioner DeTomaso questioned if the village should ban all on street parking on Wildwood from Euclid to Villa, on a temporary basis until the Union construction is complete. ExOfficio Mantels confirmed that the developers for the Union project will have a right-of-way permit which will require the developer to provide traffic control, this would potentially include no parking in the area. Commissioner Flaskamp asked for clarity regarding separate issues for sections in Wildwood corridor. Chairperson Pienkos confirmed that this item will be separate from any other discussions for parking on Wildwood, East of the VPRC. Motion to table item was made by Commissioner C. Timmerman and seconded by Commissioner Wagner. Voice vote passed with 8 ayes and 1 nay. Motion carried. 9d. Item No. 911 – Traffic and Parking on Wildwood, East of Euclid to Villa Ave including the intersection of Villa Ave and Wildwood Commissioner McMurray recommended that 9b. Item No. 909 have a sperate agenda item to further discuss Wildwood parking, East of Euclid. Motion to add item was made by Commissioner McMurray and seconded by Commissioner DeTomaso. Commissioner Flaskamp would like any available plans for the Union project be included in next agenda packet or before next meeting. Voice vote passed with all ayes. Motion carried. New Item(s): Commissioner Little received an email from a resident regarding re-opening Chatham St & Harvard St to relive Yale Ave of traffic congestion. Commissioner Flaskamp questioned why these streets were originally closed. ExOfficio Mantels noted that staff will investigate why these streets were closed. The Village of Addison has jurisdiction of Chatham, North of closure and they are not willing to re-open street as of last contact. The Village of Villa Park has jurisdiction over the East half of Harvard, North of the closure and full jurisdiction of the full width, Suth of closure. Commissioner Flaskamp recommends that issue is investigated and discussed again after more information on reason for closure is determined. ExOfficio Mantels recognized that a portion of the area is the jurisdiction is that of Addison Township. Page 4 of 5 Page 14 of 101 10. Commissioner Comments. 10a. Commissioner DeTomaso - Suggests that April 1, 2025, be moved in light of that being election day. Chairperson Pienkos recommends leaving meeting as scheduled. Early voting starts March 17, 2025. Please vote! 10b. Commissioner Cuthbertson – Resident from South end of town, that while driving down Villa Ave heading North to St Charles, the foliage at the BMO Harris bank is obstructing the view of traffic for drivers turning East on St Charles. EcOfficio Mantels will make contact with bank to request that the foliage be trimmed back. 10c. Commissioner Wagner - None 10d. Commissioner McMurray – None 10e. Commissioner Little – Reminds everyone to review the Comprehensive Plan 10f. Commissioner C. Timmerman – None 10g. Commissioner K. Timmerman – Please remember to vote! 10h. Commissioner Flaskamp – Please remember to vote! 11. Chairperson Comments. Chairperson Pienkos - None 12. Village Board Liaison Comments. 12a. Beginning March 3, 2025, Madison St is closed to traffic from Madison Ave to Michigan Ave and will be for approximately two months. 13. Village Staff Comments. None 14. Adjournment. Motion to adjourn was made by Commissioner DeTomaso and seconded by Commissioner Flaskamp Voice vote passed with all ayes. Motion carried. Meeting adjourned at 9:32 p.m. Respectfully submitted, Janelle Manzke Secretary Next Meeting is scheduled for April 1, 2025. Page 5 of 5 Page 15 of 101  Village of Vi lla Park Traffic and Safety Commission W Request to Speak Public participation is invited prior to the commission's deliberation. lf you would like to speak, please fill out your name below, indicate which item you wish to speak about, and return this form to the commission chairman. Please make your comments when called upon. Kindly limit your remarks to three (3) minutes. Name 11^c^ Kons{a}at Meeting Date: 3 + lwish to speak regarding an agenda item. Agenda ltem No 8-D lwish to speak regarding a non-agenda item Filling out the below information is optional, but providing it may allow Village staff or commission members to follow up with you regarding your comments. Address: ( :b;>- 1=\ \t Lnrr-,-*o.l A^:- Phone Email Page 16 of 101  Village of Villa Park Traffic and Safety Gommission Request to Speak Public participation is invited prior to the commission's deliberation. lf you would like to speak, please fill out your name below, indicate which item you wish to speak about, and return this form to the commission chairman. Please make your comments when called upon. Kindly limit your remarks to three (3) minutes. Name L g Meeting Date 3/yA*r lwish to speak regarding an agenda item Agenda ltem No N I wish to speak regarding a non-agenda item. Filling out the below information is optional, but providing it may allow Village staff or commission members to follow up with you regarding your comments. Address Phone Email: Page 17 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Item No. 902 - Stop Signs at Elm and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 18 of 101 Page 19 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003442233 * U1 9 11 U2 2 4 1 4 U2 1 U1 1 U2 1 U1 1 U2 1 1 2 U1 1 U2 1 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT o A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY þ $501 - $1,500 o NOT ON SCENE (DESK REPORT) þ B Injury and / or Tow Due to Crash 14 o OVER $1,500 o AMENDED 24 VPP24009178 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME þY oN DATE OF CRASH TIME SECONDARY CRASH 15 7:06 o AM o YES þ NO RELATED W ELM ST VILLA PARK 6/3/2024 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 16 N PRINCETON AVE o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 1 þ FREE FLOW # LNS þ AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 0 LAZARO, JOEL TOYOTA VENZA 2013 FOR DAMAGED AREA(S) 00 - NONE ¡¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 0 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN 17 N WESTMORE AVE M 9 4 15 - OTHER UNIT 1 o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 VILLA PARK IL 60181 O 1 0 IL 2024 POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 IL D 0 4T3ZA3BB5DU080224 State Farm o Y þ N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Refused INCIDENT IF "Y" LAZARO, JOEL 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU Refused o Y þN 17 N WESTMORE AVE VILLA PARK, IL 60181 ( oDRIVER oPARKED oDRIVERLESS oPED þPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 MORRISON, BENJAMIN FOR DAMAGED AREA(S) DUE TO CRASH oo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oo 2 U2 14 - TOTAL (ALL) o þ SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED M 19 3 o Y o NO o UNK VEH. AT CRASH 15 - OTHER * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN POINT OF COM VEH o o U1 3 B 1 0 FIRST CONTACT * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y o N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Villa Park Fire Department 1 49 INCIDENT 2 IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC Elmhurst Memorial Hospital o þ (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 1 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 13 4 6/3/2024 7:07 þ PM in a Work Zone? þN DIRP 7 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 28 18 o AM o PM o If YES check one below: Construction U1 3 o þ CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 LAZARO, JOEL 5/11-401(B) OW202400005828 o PM U2 o ARREST NAME SLMT 1 o Utility þ CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 LAZARO, JOEL 5/11-401(A) OW202400005828 6/3/2024 8:10 þ PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 306 Nathan St.Clair Jim Krupiczowicz, 355 o PM Workers present? þN U2 Page 20 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003442233 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Unit 1 was travelling W/B on Elm St. approaching Princeton Ave. Unit 2 was riding his o Not In Comm./Govt. o Not In Comm./Other bicycle N/B on Princeton Ave. and began crossing Elm St. at which time Unit 1 struck him USDOT NO. _________________________ ILLCC NO. __________________ Source of above before leaving the scene. Unit 2 was not wearing a bicycle helmet. See police report o Side of Truck o Papers o Driver o Log Book GVWR/GCWR VPPC2401017 for further. o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8924 U1 Race: H U2 Race: W TRAILER 1 o o o W -87.9806 TRAILER 2 o o o U1 COLOR Black U2 COLOR Blue U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 21 of 101 Page 22 of 101 Page 23 of 101  Village of Villa Park 216 215 Traffic Study Princeton and Elm 11/2024 212 209 N PRINCETON AV 206 207 12 202 $ 1,013 $ 887 24 $ $ $ ! # 2,222 2,977 $ $ 3,980 4,094 W ELM ST ! # $ 124 $ 927 $ 1,153 121 120 115 114 1 inch = 50 feet I Map Revised: Wednesday, November 20, 2024 JRW Page 24 of 101 NORTH PRINCETON AVENUE DATE: 11/20/2024 WEST ELM STREET AUTHOR: JRW INTERSECTION OF PRINCETON & ELM TRAFFIC STUDY TUESDAY 11/12/2024 15:00 - TUESDAY 11/19/2024 15:00 CST STREET LOCATION LANE ADT TOTAL PEAK MINIMUM Elm East of Princeton EB 585 4,094 22 0 Elm East of Princeton WB 425 2,977 21 0 Elm West of Princeton EB 569 3,980 22 0 Elm West of Princeton WB 317 2,222 16 0 Princeton North of Elm NB 127 887 9 0 Princeton North of Elm SB 145 1,013 10 0 Princeton South of Elm NB 165 1,153 11 0 Princeton South of Elm SB 132 927 8 0 Elm Daily Average: 474 Princeton Daily Average: 142 Page 25 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: East of Princeton A study of vehicle traffic was conducted with the device having serial number 402500. The study was done in the EB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4,094 vehicles passed through the location with a peak volume of 22 on 11/13/2024 at [07:30 AM-07:45 AM] and a minimum volume of 0 on 11/12/2024 at [10:30 PM-10:45 PM]. The AADT count for this study was 585. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 70.02% vehicles exceeding the posted speed of 25 MPH. 1.56% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 34.69 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 11 74 353 751 1331 901 335 94 33 21 17 11 8 11 15 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1918 which represents 48 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1800 which represents 45 percent of the total classified vehicles. The number of Busses & Trucks in the study was 136 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 107 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1918 1548 252 41 61 43 38 65 CHART 2 HEADWAY During the peak traffic period, on 11/13/2024 at [07:30 AM-07:45 AM] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on 11/12/2024 at [10:30 PM-10:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46.00 and 66.00 degrees F. 11/20/2024 08:43 AM Page: 1 Page 26 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: East of Princeton A study of vehicle traffic was conducted with the device having serial number 402164. The study was done in the WB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2,977 vehicles passed through the location with a peak volume of 21 on 11/13/2024 at [12:15 PM-12:30 PM] and a minimum volume of 0 on 11/12/2024 at [10:45 PM-11:00 PM]. The AADT count for this study was 425. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 24 MPH with 41.78% vehicles exceeding the posted speed of 25 MPH. 1.38% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 29.35 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 16 157 468 966 848 204 34 9 10 10 9 8 4 6 11 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1708 which represents 62 percent of the total classified vehicles. The number of Vans & Pickups in the study was 892 which represents 32 percent of the total classified vehicles. The number of Busses & Trucks in the study was 91 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 68 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1708 779 113 23 43 37 21 36 CHART 2 HEADWAY During the peak traffic period, on 11/13/2024 at [12:15 PM-12:30 PM] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on 11/12/2024 at [10:45 PM-11:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 64.00 degrees F. 11/20/2024 08:48 AM Page: 1 Page 27 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: West of Princeton A study of vehicle traffic was conducted with the device having serial number 402162. The study was done in the EB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 3,980 vehicles passed through the location with a peak volume of 22 on 11/15/2024 at [03:30 PM-03:45 PM] and a minimum volume of 0 on 11/12/2024 at [09:15 PM-09:30 PM]. The AADT count for this study was 569. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 28 MPH with 66.62% vehicles exceeding the posted speed of 25 MPH. 1.27% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 33.62 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 16 52 314 909 1416 798 211 70 17 16 11 11 4 2 21 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 2126 which represents 55 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1538 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 103 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 97 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 2126 1380 158 23 50 45 35 51 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [03:30 PM-03:45 PM] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on 11/12/2024 at [09:15 PM-09:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43.00 and 63.00 degrees F. 11/20/2024 08:47 AM Page: 1 Page 28 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: W Elm Street Location: West of Princeton A study of vehicle traffic was conducted with the device having serial number 402553. The study was done in the WB lane at W Elm Street in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2,222 vehicles passed through the location with a peak volume of 16 on 11/12/2024 at [04:30 PM-04:45 PM] and a minimum volume of 0 on 11/12/2024 at [10:30 PM-10:45 PM]. The AADT count for this study was 317. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 69.03% vehicles exceeding the posted speed of 25 MPH. 0.76% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 32.91 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 7 22 156 467 897 411 92 21 11 5 5 3 3 0 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1220 which represents 58 percent of the total classified vehicles. The number of Vans & Pickups in the study was 807 which represents 38 percent of the total classified vehicles. The number of Busses & Trucks in the study was 44 which represents 2 percent of the total classified vehicles. The number of Tractor Trailers in the study was 33 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1220 730 77 8 26 13 11 20 CHART 2 HEADWAY During the peak traffic period, on 11/12/2024 at [04:30 PM-04:45 PM] the average headway between vehicles was 52.941 seconds. During the slowest traffic period, on 11/12/2024 at [10:30 PM-10:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 64.00 degrees F. 11/20/2024 08:47 AM Page: 1 Page 29 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: North of Elm A study of vehicle traffic was conducted with the device having serial number 402495. The study was done in the NB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 887 vehicles passed through the location with a peak volume of 9 on 11/12/2024 at [03:45 PM-04:00 PM] and a minimum volume of 0 on 11/12/2024 at [07:15 PM-07:30 PM]. The AADT count for this study was 127. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 10.62% vehicles exceeding the posted speed of 25 MPH. 1.69% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.42 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 14 77 312 338 52 14 4 0 3 1 2 3 3 1 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 494 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 268 which represents 32 percent of the total classified vehicles. The number of Busses & Trucks in the study was 22 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 43 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 494 236 32 3 12 14 22 16 CHART 2 HEADWAY During the peak traffic period, on 11/12/2024 at [03:45 PM-04:00 PM] the average headway between vehicles was 90 seconds. During the slowest traffic period, on 11/12/2024 at [07:15 PM-07:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43.00 and 64.00 degrees F. 11/20/2024 08:46 AM Page: 1 Page 30 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: North of Elm A study of vehicle traffic was conducted with the device having serial number 402497. The study was done in the SB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,013 vehicles passed through the location with a peak volume of 10 on 11/15/2024 at [07:30 AM-07:45 AM] and a minimum volume of 0 on 11/12/2024 at [03:15 PM-03:30 PM]. The AADT count for this study was 145. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10 - 15 MPH range or lower. The average speed for all classifed vehicles was 15 MPH with 3.18% vehicles exceeding the posted speed of 25 MPH. 0.95% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 18.26 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 58 576 258 22 8 4 3 0 4 2 2 1 1 2 3 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 537 which represents 57 percent of the total classified vehicles. The number of Vans & Pickups in the study was 340 which represents 36 percent of the total classified vehicles. The number of Busses & Trucks in the study was 36 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 31 which represents 3 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 537 305 35 8 16 18 7 18 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [07:30 AM-07:45 AM] the average headway between vehicles was 81.818 seconds. During the slowest traffic period, on 11/12/2024 at [03:15 PM-03:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32.00 and 61.00 degrees F. 11/20/2024 08:50 AM Page: 1 Page 31 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: South of Elm A study of vehicle traffic was conducted with the device having serial number 402499. The study was done in the NB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,153 vehicles passed through the location with a peak volume of 11 on 11/17/2024 at [12:15 PM-12:30 PM] and a minimum volume of 0 on 11/12/2024 at [05:15 PM-05:30 PM]. The AADT count for this study was 165. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 17 MPH with 3.23% vehicles exceeding the posted speed of 25 MPH. 0.72% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 19.75 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 18 347 610 103 12 5 3 3 3 2 1 3 2 0 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 481 which represents 43 percent of the total classified vehicles. The number of Vans & Pickups in the study was 561 which represents 50 percent of the total classified vehicles. The number of Busses & Trucks in the study was 45 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 25 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 481 502 59 14 20 13 5 20 CHART 2 HEADWAY During the peak traffic period, on 11/17/2024 at [12:15 PM-12:30 PM] the average headway between vehicles was 75 seconds. During the slowest traffic period, on 11/12/2024 at [05:15 PM-05:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45.00 and 70.00 degrees F. 11/20/2024 08:49 AM Page: 1 Page 32 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: N Princeton Avenue Location: South of Elm A study of vehicle traffic was conducted with the device having serial number 402498. The study was done in the SB lane at N Princeton Avenue in Villa Park, IL in DuPage county. The study began on 11/12/2024 at 03:00 PM and concluded on 11/19/2024 at 03:00 PM, lasting a total of 168.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 927 vehicles passed through the location with a peak volume of 8 on 11/15/2024 at [03:00 PM-03:15 PM] and a minimum volume of 0 on 11/12/2024 at [07:30 PM-07:45 PM]. The AADT count for this study was 132. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 12.90% vehicles exceeding the posted speed of 25 MPH. 0.70% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.71 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 17 54 331 341 82 16 1 2 1 2 1 0 1 2 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 504 which represents 59 percent of the total classified vehicles. The number of Vans & Pickups in the study was 318 which represents 37 percent of the total classified vehicles. The number of Busses & Trucks in the study was 18 which represents 2 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 1 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 504 287 31 8 7 4 3 9 CHART 2 HEADWAY During the peak traffic period, on 11/15/2024 at [03:00 PM-03:15 PM] the average headway between vehicles was 100 seconds. During the slowest traffic period, on 11/12/2024 at [07:30 PM-07:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32.00 and 68.00 degrees F. 11/20/2024 08:49 AM Page: 1 Page 33 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Item No. 903 - Stop Signs at Division and Princeton RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 34 of 101 From: Mantels, Kevin <kmantels@invillapark.com> Sent: Thursday, February 6, 2025 11:59 AM To: Mantels, Kevin <kmantels@invillapark.com> Cc: J Pienkos <jpienkos@plote.com>; Guerra, Michael <mguerra@invillapark.com>; Manzke, Janelle <jmanzke@invillapark.com> Subject: Traffic and Safety Commission - Division and Princeton Traffic Crash Response Village of Villa Park Traffic and Safety Commissioners are bcc’d on this email. Traffic and Safety Commissioners, The following information was provided by the Villa Park Police Department in response to my inquiry about the traffic crash at the intersection of Division and Princeton that was mentioned during public comments at this week’s meeting: We did respond to a crash at that intersection on Tuesday 01/28/2025 @ 12:49 pm, however it was determined there was no damage to either vehicle & neither driver wanted to make a report. Thanks, Kevin L. Mantels, P.E. Assistant Village Engineer Village of Villa Park Public Works Department Engineering Division P 630.834.8505 | F 630.834.8509 kmantels@invillapark.com Page 35 of 101 Page 36 of 101 Page 37 of 101 Page 38 of 101 Page 39 of 101 Page 40 of 101 Page 41 of 101 Page 42 of 101 Page 43 of 101 Page 44 of 101 Page 45 of 101 Page 46 of 101  315 Village of Villa Park Traffic Study Princeton and Division 3/2025 310 306 305 20 6 300 $ 296 $ 201 304 $ $ $ ! # 740 1,570 W DIVISION ST $ $ 1,907 1,899 ! $ # 35 $ 99 $ 220 N PRINCETON AV 259 252 257 1 inch = 50 feet I Map Revised: Tuesday, May 6, 2025 JRW Page 47 of 101 NORTH PRINCETON AVENUE DATE: 5/6/2025 WEST DIVISION STREET AUTHOR: JRW INTERSECTION OF PRINCETON & DIVISION TRAFFIC STUDY TUESDAY 3/11/2025 00:00 - THURSDAY 3/14/2025 00:00 CST STREET LOCATION LANE ADT TOTAL PEAK MINIMUM Division East of Princeton EB 633 1,899 20 0 Division East of Princeton WB 523 1,570 23 0 Division West of Princeton EB 636 1,907 21 0 Division West of Princeton WB 247 740 17 0 Princeton North of Division NB 201 604 12 0 Princeton North of Division SB 296 887 11 0 Princeton South of Division NB 220 659 14 0 Princeton South of Division SB 99 298 9 0 Division Daily Average: 510 Princeton Daily Average: 204 Page 48 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: East of Intersection A study of vehicle traffic was conducted with the device having serial number 402162. The study was done in the EB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,899 vehicles passed through the location with a peak volume of 20 on 03/11/2025 at [05:00 PM-05:15 PM] and a minimum volume of 0 on 03/11/2025 at [11:30 PM-11:45 PM]. The AADT count for this study was 633. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 57.65% vehicles exceeding the posted speed of 25 MPH. 1.19% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 33.79 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 8 63 253 426 483 356 101 36 15 9 3 2 5 4 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 1084 which represents 61 percent of the total classified vehicles. The number of Vans & Pickups in the study was 586 which represents 33 percent of the total classified vehicles. The number of Busses & Trucks in the study was 57 which represents 3 percent of the total classified vehicles. The number of Tractor Trailers in the study was 42 which represents 2 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 1084 518 68 15 24 28 21 13 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [05:00 PM-05:15 PM] the average headway between vehicles was 42.857 seconds. During the slowest traffic period, on 03/11/2025 at [11:30 PM-11:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 36.00 and 68.00 degrees F. 05/06/2025 10:34 AM Page: 1 Page 49 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: East of Intersection A study of vehicle traffic was conducted with the device having serial number 402495. The study was done in the WB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,570 vehicles passed through the location with a peak volume of 23 on 03/11/2025 at [03:15 PM-03:30 PM] and a minimum volume of 0 on 03/13/2025 at [11:45 PM-12:00 AM]. The AADT count for this study was 523. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 24 MPH with 38.62% vehicles exceeding the posted speed of 25 MPH. 1.34% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 31.36 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 28 133 369 387 308 151 51 24 12 11 4 4 0 4 8 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 897 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 457 which represents 31 percent of the total classified vehicles. The number of Busses & Trucks in the study was 62 which represents 4 percent of the total classified vehicles. The number of Tractor Trailers in the study was 74 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 897 384 73 11 33 29 19 48 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [03:15 PM-03:30 PM] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on 03/13/2025 at [11:45 PM-12:00 AM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 72.00 degrees F. 05/06/2025 10:34 AM Page: 1 Page 50 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: West of Intersection A study of vehicle traffic was conducted with the device having serial number 402500. The study was done in the EB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1,907 vehicles passed through the location with a peak volume of 21 on 03/12/2025 at [06:15 PM-06:30 PM] and a minimum volume of 0 on 03/11/2025 at [11:30 PM-11:45 PM]. The AADT count for this study was 636. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 72.75% vehicles exceeding the posted speed of 25 MPH. 2.90% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.61 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 21 54 107 306 545 432 168 67 25 14 10 4 6 9 23 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 908 which represents 51 percent of the total classified vehicles. The number of Vans & Pickups in the study was 695 which represents 39 percent of the total classified vehicles. The number of Busses & Trucks in the study was 98 which represents 5 percent of the total classified vehicles. The number of Tractor Trailers in the study was 87 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 908 578 117 28 45 32 32 51 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [06:15 PM-06:30 PM] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on 03/11/2025 at [11:30 PM-11:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 77.00 degrees F. 05/06/2025 10:35 AM Page: 1 Page 51 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Division Location: West of Intersection A study of vehicle traffic was conducted with the device having serial number 402553. The study was done in the WB lane at Division in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 740 vehicles passed through the location with a peak volume of 17 on 03/11/2025 at [03:15 PM-03:30 PM] and a minimum volume of 0 on 03/11/2025 at [02:15 PM-02:30 PM]. The AADT count for this study was 247. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 72.55% vehicles exceeding the posted speed of 25 MPH. 3.92% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.97 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 10 36 61 75 195 160 61 24 8 7 7 3 2 3 11 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 339 which represents 51 percent of the total classified vehicles. The number of Vans & Pickups in the study was 266 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 31 which represents 5 percent of the total classified vehicles. The number of Tractor Trailers in the study was 25 which represents 4 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 339 217 49 12 13 10 8 15 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [03:15 PM-03:30 PM] the average headway between vehicles was 50 seconds. During the slowest traffic period, on 03/11/2025 at [02:15 PM-02:30 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 75.00 degrees F. 05/06/2025 10:36 AM Page: 1 Page 52 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: North of Intersection A study of vehicle traffic was conducted with the device having serial number 402498. The study was done in the NB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 604 vehicles passed through the location with a peak volume of 12 on 03/12/2025 at [03:00 PM-03:15 PM] and a minimum volume of 0 on 03/11/2025 at [08:45 PM-09:00 PM]. The AADT count for this study was 201. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 9.14% vehicles exceeding the posted speed of 25 MPH. 3.05% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 22.70 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 15 171 215 76 16 8 2 3 3 0 3 2 2 1 8 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 332 which represents 64 percent of the total classified vehicles. The number of Vans & Pickups in the study was 135 which represents 26 percent of the total classified vehicles. The number of Busses & Trucks in the study was 30 which represents 6 percent of the total classified vehicles. The number of Tractor Trailers in the study was 24 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 332 118 17 7 17 7 9 18 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [03:00 PM-03:15 PM] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on 03/11/2025 at [08:45 PM-09:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39.00 and 91.00 degrees F. 05/06/2025 10:31 AM Page: 1 Page 53 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: North of Intersection A study of vehicle traffic was conducted with the device having serial number 402499. The study was done in the SB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 887 vehicles passed through the location with a peak volume of 11 on 03/11/2025 at [08:00 PM-08:15 PM] and a minimum volume of 0 on 03/11/2025 at [12:30 PM-12:45 PM]. The AADT count for this study was 296. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 9 MPH range or lower. The average speed for all classifed vehicles was 12 MPH with 8.59% vehicles exceeding the posted speed of 25 MPH. 2.46% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 9MPH and the 85th percentile was 15.57 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 346 264 44 16 14 11 7 7 3 3 3 3 4 1 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 328 which represents 45 percent of the total classified vehicles. The number of Vans & Pickups in the study was 289 which represents 40 percent of the total classified vehicles. The number of Busses & Trucks in the study was 63 which represents 9 percent of the total classified vehicles. The number of Tractor Trailers in the study was 44 which represents 6 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 328 220 69 18 35 14 10 39 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [08:00 PM-08:15 PM] the average headway between vehicles was 75 seconds. During the slowest traffic period, on 03/11/2025 at [12:30 PM-12:45 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39.00 and 91.00 degrees F. 05/06/2025 10:32 AM Page: 1 Page 54 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: South of Intersection A study of vehicle traffic was conducted with the device having serial number 402164. The study was done in the NB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 659 vehicles passed through the location with a peak volume of 14 on 03/12/2025 at [02:45 PM-03:00 PM] and a minimum volume of 0 on 03/11/2025 at [12:00 PM-12:15 PM]. The AADT count for this study was 220. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 9 MPH range or lower. The average speed for all classifed vehicles was 11 MPH with 10.84% vehicles exceeding the posted speed of 25 MPH. 2.25% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 9MPH and the 85th percentile was 16.00 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 318 90 20 8 9 10 12 4 3 4 0 1 2 2 6 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 290 which represents 60 percent of the total classified vehicles. The number of Vans & Pickups in the study was 118 which represents 24 percent of the total classified vehicles. The number of Busses & Trucks in the study was 31 which represents 6 percent of the total classified vehicles. The number of Tractor Trailers in the study was 46 which represents 9 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 290 94 24 9 14 21 9 28 CHART 2 HEADWAY During the peak traffic period, on 03/12/2025 at [02:45 PM-03:00 PM] the average headway between vehicles was 60 seconds. During the slowest traffic period, on 03/11/2025 at [12:00 PM-12:15 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 75.00 degrees F. 05/06/2025 10:33 AM Page: 1 Page 55 of 101  MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Villa Park Street: Princeton Location: South of Intersection A study of vehicle traffic was conducted with the device having serial number 402497. The study was done in the SB lane at Princeton in Villa Park, IL in DuPage county. The study began on 03/11/2025 at 12:00 AM and concluded on 03/14/2025 at 12:00 AM, lasting a total of 72.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 298 vehicles passed through the location with a peak volume of 9 on 03/11/2025 at [08:45 AM-09:00 AM] and a minimum volume of 0 on 03/11/2025 at [04:45 PM-05:00 PM]. The AADT count for this study was 99. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15 - 20 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 7.27% vehicles exceeding the posted speed of 25 MPH. 1.09% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 22.79 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 6 60 137 52 9 1 5 1 0 1 0 1 1 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 177 which represents 65 percent of the total classified vehicles. The number of Vans & Pickups in the study was 66 which represents 24 percent of the total classified vehicles. The number of Busses & Trucks in the study was 18 which represents 7 percent of the total classified vehicles. The number of Tractor Trailers in the study was 13 which represents 5 percent of the total classified vehicles. < 18 21 24 28 32 38 44 to to to to to to to to 17 20 23 27 31 37 43 > 177 55 11 7 8 4 4 9 CHART 2 HEADWAY During the peak traffic period, on 03/11/2025 at [08:45 AM-09:00 AM] the average headway between vehicles was 90 seconds. During the slowest traffic period, on 03/11/2025 at [04:45 PM-05:00 PM] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 36.00 and 79.00 degrees F. 05/06/2025 10:33 AM Page: 1 Page 56 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: May 6, 2025 SUBJECT: Item No. 906 - Crosswalk across Ardmore Avenue near Lufkin Park RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 57 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Item No. 907 - "Drive Like Your Kids Play Here" signs RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 58 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: Kevin Mantels, Assistant Village Engineer DATE: May 6, 2025 SUBJECT: Item No. 908 - Speeding / traffic safety issues on Madison between Villa and Riverside RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 59 of 101 Page 60 of 101 Page 61 of 101 Page 62 of 101 Page 63 of 101 Page 64 of 101 Page 65 of 101 Page 66 of 101 Page 67 of 101 Page 68 of 101 Page 69 of 101 Page 70 of 101 Page 71 of 101 Page 72 of 101 Page 73 of 101 Page 74 of 101 Page 75 of 101 Page 76 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: May 6, 2025 SUBJECT: Item No. 909 - Reverse Parking on Wildwood from South to North-Illinois to Euclid RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 77 of 101  N CHARLES AV N SUMMIT N EUCLID N ILLINOIS E ST CHARLES RD AV AV AV East Wildwood Ave Parking Restrictions Village of Villa Park Municipal Code of Ordinances Section 14-207. - No parking zones. Wildwood Avenue, north side, from Illinois Avenue to a point one hundred ninety (190) feet east of the east right-of-way line of Euclid Avenue. S ILLINOIS AV S CHARLES AV S SUMMIT AV Wildwood Avenue, south side, from Myrtle Avenue S EUCLID AV to Route 83. E WILDWO OD AV S VILLA AV GREAT WE STERN TR E KENILW ORTH AV OVALTINE CT S CORTESI AV S MYRTLE AV Legend No Parking Anytime ° Last Revised 03/05/2025 EC ENTRA L BL PRA IRIE PAT H RK B L E PA Page 78 of 101  PUBLISHED IN PAMPHLET FORM THE FOLLOWING: ORDINANCE NO. 4020 TITLED: An Ordinance Amending Section 14- 204 ( a), Loading Zones; Section 14- 207 ( c), No Parking Zones; Section 14- 208, Restricted Parking Hours; Section 14- 209, Thirty -Minute Parking; Section 14-212, Central Boulevard Parking Lot; and Section 14-223, Designated Parking Spaces for the Handicapped, Removing Section 14-213, Cortesi Street Municipal Parking Lot and Section 14-214, Park Boulevard Parking Lot and Adding Section 14- 208. 5, Three -Hour Parking of the Villa Park Municipal Code HOSANNA KORYNECKY VILLAGE CLERK VILLAGE OF VILLA PARK Page 79 of 101 STATE OF ILLINOIS) ss COUNTY OF DU PAGE) I, Hosanna Korynecky, Village Clerk of the Village of Villa Park, Illinois, DO HEREBY CERTIFY that as such Village Clerk and keeper of the records of the Village of Villa Park, that the foregoing is a true and duplicate original of: 4020 — ORDINANCE OF THE VILLAGE OF VILLA PARK, DUPAGE COUNTY, ILLINOIS, AMENDING SECTION 14- 204 A), LOADING ZONES; SECTION 14- 207 ( C), NO PARKING ZONES; SECTION 14- 208, RESTRICTED PARKING HOURS; SECTION 14- 209, THIRTY -MINUTE PARKING; SECTION 14- 212, CENTRAL BOULEVARD PARKING LOT; AND SECTION 14- 223, DESIGNATED PARKING SPACES FOR THE HANDICAPPED, REMOVING SECTION 14- 213, CORTESI STREET MUNICIPAL PARKING LOT AND SECTION 14- 214, PARK BOULEVARD PARKING LOT AND ADDING SECTION 14- 208. 5, THREE- HOUR PARKING OF THE VILLA PARK MUNICIPAL CODE Passed on and approved by the President and Board of Trustees of the Village of Villa Park on: Dated March 26, 2018 26th IN WITNESS WHEROF, I have subscribed my name and affixed my seal this day of March, 2018. Seal Hosanna Kcry cky, Clerl3 Village Villa Park Page 80 of 101  ORDINANCE NO. 4020 AN ORDINANCE AMENDING SECTION 14- 204 ( a), LOADING ZONES; SECTION 14- 207 ( c), NO PARKING ZONES; SECTION 14- 208, RESTRICTED PARKING HOURS; SECTION 14- 209, THIRTY -MINUTE PARKING; SECTION 14- 212, CENTRAL BOULEVARD PARKING LOT; AND SECTION 14- 223, DESIGNATED PARKING SPACES FOR THE HANDICAPPED, REMOVING SECTION 14- 213, CORTESI STREET MUNICIPAL PARKING LOT AND SECTION 14- 214, PARK BOULEVARD PARKING LOT AND ADDING SECTION 14- 208. 5, THREE- HOUR PARKING OF THE VILLA PARK MUNICIPAL CODE WHEREAS, the Village of Villa Park is a municipal corporation duly organized and existing under the laws of the State of Illinois; and WHEREAS, Village Staff has recommended to the President and Board of Trustees an amendment of Section 14- 204 ( a), Loading Zones; Section 14- 207 ( c), No parking zones; Section 14- 208, Restricted parking hours; Section 14- 209, Thirty -minute parking; Section 14- 212, Central Boulevard parking lot; and Section 14- 223, Designated parking spaces for the handicapped, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to amend parking restrictions in the Villa Business District; and WHEREAS, Village Staff has recommended to the President and Board of Trustees the removal of Section 14- 213, Cortesi Street municipal parking lot and Section 14- 214, Park Boulevard parking lot, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to remove parking restrictions in the Villa Business District; and WHEREAS, Village Staff has recommended to the President and Board of Trustees the addition of Section 14- 208. 5, Three- hour parking, of Chapter 14, Motor Vehicles and Traffic, of the Villa Park Municipal Code, to amend parking restrictions in the Villa Business District; and WHEREAS, the President and Board of Trustees of the Village of Villa Park have duly considered the recommendations of Village Staff and concur with said recommendations; and WHEREAS, the President and Board of Trustees of the Village of Villa Park have Page 81 of 101 Ordinance Number: 4020 determined that it is in the best interests of the citizens of the Village of Villa Park to amend Section 14- 204, Section 14- 207, Section 14- 208, Section 14- 209, Section 14- 212, and Section 14- 223; remove Section 14- 213 and section 14- 214; and add section 14- 208. 5 as more particularly set forth hereinafter; NOW THEREFORE, BE IT ORDAINED by the President and Board of Trustees of the Village of Villa Park, DuPage County, State of Illinois as follows: SECTION 1: That subsection ( a) of Section 14- 204, Loading zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Kenilworth Avenue, between Myrtle Avenue and Villa Avenue." Myrtle Avenue, west side, from the north line of Kenilworth Avenue northerly for a distance of one hundred twenty ( 120) feet." SECTION 2: That subsection ( c) of Section 14- 207, No parking zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Central Boulevard, south side, from Myrtle Avenue to Villa Avenue." Cortesi Avenue ( formerly known as New Street), both sides from Kenilworth Avenue to Central Boulevard." Cortesi Avenue ( formerly known as New Street), east side, from Kenilworth Avenue to the right- of- way of the former Chicago & Great Western Railroad." Kenilworth Avenue, north side, from Villa Avenue to Cornell Avenue." Kenilworth Avenue, south side, from Myrtle Avenue to Euclid Avenue." Villa Avenue, west side, from Central Boulevard to Van Buren Street Extended." Wildwood Avenue, south side, from Illinois Avenue to the west side of Myrtle Avenue." Page 82 of 101 Ordinance Number: 4020 SECTION 3: That subsection ( c) of Section 14- 207, No parking zones, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Cortesi Avenue, east side, from Central Boulevard to a point one hundred forty six ( 146) feet north of the north right- of-way line of Kenilworth Avenue." Cortesi Avenue, north side, from Myrtle Avenue to a point one hundred seventy six ( 176) feet east of the east right- of-way line of Myrtle Avenue." Cortesi Avenue, south side, from the east right- of-way line of Myrtle Avenue to a point twenty five ( 25) feet east." Cortesi Avenue, south side, from the west right- of-way line of Cortesi Avenue to a point thirty six ( 36) feet west." Kenilworth Avenue, north side, from Euclid Avenue to Cornell Avenue." Kenilworth Avenue, north side, from Cortesi Avenue to a point one hundred twenty one ( 121) feet west of the west right-of-way line of Myrtle Avenue." Kenilworth Avenue, both sides, from Villa Avenue to Cortesi Avenue." Myrtle Avenue, west side, from Cortesi Avenue to Kenilworth Avenue." Ovaltine Court, south side, from Villa Avenue east to the alley." Wildwood Avenue, north side, from Illinois Avenue to a point one hundred ninety ( 190) feet east of the east right- of-way line of Euclid Avenue." SECTION 4: That of Section 14- 208, Restricted parking hours, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: Kenilworth Avenue, south side, from Myrtle Avenue to Cortesi Avenue; Page 83 of 101 Ordinance Number: 4020 except vehicles may park for not more than fifteen ( 15) minutes along the south side of Kenilworth Avenue from Myrtle Avenue to Cortesi Avenue." Myrtle Avenue, east side, from Kenilworth Avenue to the former Chicago Great Western right- of-way." Myrtle Avenue, west side, from Kenilworth Avenue to Central Boulevard." Ovaltine Court, north side, from Villa Avenue to the alley." Villa Avenue, east side, from Wildwood Avenue to a point one hundred fifty ( 150) feet north of Wildwood Avenue." Villa Avenue, west side, from Central Boulevard to Wildwood Avenue." Villa Avenue, east side from a point forty- four feet south of the centerline of Central Boulevard to Wildwood Avenue." SECTION 5: That of Section 14- 209, Thirty -minute parking, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Villa Avenue, west side, from Wildwood Avenue to Central Boulevard from 9: 00 a. m. to 8: 00 p. m." SECTION 6: That of Section 14- 212, Central Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to delete the following: b) Parking is herby prohibited in the westerly most parking places twenty 20) on the north and twenty ( 20) on the south and from the west end of the lot to the west edge of the driveway entering into the lot." SECTION 7: That of Section 14- 212, Central Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Page 84 of 101 Ordinance Number: 4020 b) There shall be no parking on the south side of the municipal parking lot west of Villa Avenue." SECTION 8: That of Section 14- 213, Cortesi Street municipal parking lot, of Chapter 14 of the Villa Park Municipal Code, be deleted in its entirety and reserved. SECTION 9: That of Section 14- 214, Park Boulevard parking lot, of Chapter 14 of the Villa Park Municipal Code, be deleted in its entirety and reserved. SECTION 10: That Section 14- 223, Designated parking spaces for the handicapped, of Chapter 14 of the Villa Park Municipal Code, as previously adopted and subsequently amended, is hereby further amended to add thereto the following: Kenilworth Avenue, south side, from Myrtle Avenue to Cortesi Avenue." SECTION 11: The following section shall be added to Chapter 14 of the Villa Park Municipal Code: Sec. 14- 208. 5. — Three- hour parking. It shall be unlawful for any person to park a motor vehicle for in excess of three ( 3) hours at any of the following locations: Villa Avenue, east side, from a point one hundred fifty ( 150) feet north of Wildwood Avenue to the centerline of Central Boulevard extended from 9: 00 a. m. to 8: 00 p. m. Ovaltine Court, north side, from Villa Avenue east to the alley from 9: 00 a. m. to 8: 00 p. m." SECTION 12: That the Village Manager is hereby directed to instruct the Public Works Department to install the appropriate signage as required by the provisions of Page 85 of 101 Ordinance Number: 4020 this ordinance. SECTION 13: All ordinances or parts of ordinances in conflict with this ordinance are hereby repealed to the extent of such conflict. SECTION 14: This ordinance shall be in full force and effect from and after its passage and approval according to law. PASSED AND APPROVED THIS 26th DAY OF March, 2018. VILLAGE OF VILLA PARK President, Village of Villa Park ATTEST: Jerk, Village of Villa ADOPTED this 26th day of March, 2018, pursuant to a roll call vote as follows: AYES: 6 NAYS: 0 ABSENT: 1 ABSTAINING: 0 Page 86 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: May 6, 2025 SUBJECT: Item No. 910 - Traffic and parking on Wildwood east of Euclid to Villa Avenue RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 87 of 101  MEMORANDUM TO: Traffic and Safety Commission FROM: DATE: May 6, 2025 SUBJECT: Item No. 911 - Traffic crashes on South Euclid north of Roosevelt Road RECOMMENDED ACTION: BACKGROUND: DISCUSSION: Page 88 of 101 From: Jonathan Devens Date: March 8, 2025 at 7:56:46 PM CST To: "Harline, Matt" <mharline@invillapark.com>, "Cuzzone Sr., Nick" <presidentcuzzone@invillapark.com> Cc: "Cordova, Jorge" <trusteecordova@invillapark.com>, "Alfano, Cari" <trusteealfano@invillapark.com>, "Patrick, Kevin" <trusteepatrick@invillapark.com>, "Corkery, Jack" <trusteecorkery@invillapark.com>, "Kumar, Deepasriya" <trusteekumar@invillapark.com>, "Kozar, Jack" <trusteekozar@invillapark.com> Subject: Devens: 1505 S Euclid Avenue Mr. Harline and Mr. Cuzzone, I would like to set up a meeting with you this week to discuss the EXTREME DANGER posed to my family, property and neighborhood. Tonight, Saturday, March 8th, 2025 for the THIRD TIME....yes, you're reading that correctly, the THIRD TIME, a car coming out of THORNTONS, CRASHED INTO MY SON'S FRIEND'S CAR. 2017: Drunk driver crashed into my mailbox, flipped onto my lawn 2023: Drunk drive crashed into MY CAR, TOTALLED THE CAR and had to be taken by ambulance. 2025: Driver crashed into car in front of my house, TOTALLED THE CAR and TOOK OFF ENOUGH IS ENOUGH. I WANT A CUL DE SAC OR BARRIERS AT THE END OF MY BLOCK BY THE END OF MARCH!!!! It is YOUR duty as Village Manager to MEET WITH ME and SPEARHEAD IMMEDIATE ACTION!!! I expect a call on Monday, March 10th to MEET WITH YOU and resolve this. This is DANGEROUS, LIFE THREATENING and ABSOLUTE EMBARRASSMENT for the Village. I WILL NOT tolerate this any more and will take ACTION INTO MY OWN HANDS if the Village does not do something about it. I look forward to your call on MONDAY. Jonathan Devens Page 89 of 101  0S626 0S625 0S623 1410 1415 S 1430 South Euclid 0S639 0S626 OAKLAND AV 0S638 1440 1420 1425 0S645 0S639 0S652 1450 0S648 1430 0S661 1435 1440 S VILLA AV 1441 1 1440 1445 1445 0S666 1470 1447 1450 1455 1450 1455 0S680 1460 0S681 0S708 0S705 S EUCLID AV 1500 1500 1505 S SUMMIT AV 0S706 1. 05/28/2023 - VPP23008806 2. 12/16/2019 - VPP19029878 1500 3. 03/11/2023 - VPP23004036 1485 4. 03/08/2025 - VPP25003998 1510 5. 03/14/2021 - VPP21005023 1510 0S717 2 1515 1514 3 1505 1510 1516 TONE PL E BLACKS 1522 4 1524 5 1539 350 1534 200 220 Legend 1544 17W474 A - Incapacitating injury 17W434 240 250 B - Non-incapacitating injury C - Possible injury 180 O - Property damage Addresses Villa Park Boundary D E ROOSEVELT R Page 90 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X001794962 * U1 9 U2 9 1 1 1 99 U2 1 99 99 99 99 U1 U2 U1 U2 2 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 19 VPP19029878 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 5:10 o AM o YES þ NO RELATED 1505 S EUCLID AVE VILLA PARK 12/16/2019 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) UNKOWN, UNKNOWN UNKNOWN UNKNOWN 00 - NONE DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN 9 3 15 - OTHER UNIT 1 o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 O 9 POINT OF FIRST CONTACT 99 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y oN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 FOR DAMAGED AREA(S) HONDA PILOT 2011 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 IL 2020 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 6291776C2513A 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 12/16/2019 5:20 þ PM in a Work Zone? þN DIRP 9 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 99 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 99 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 99 3 o 452 Patrick Lyons Jim Cihak, 352 o PM Workers present? þN U2 Page 91 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X001794962 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Unit 2 was parked on roadway on S Euclid. Unit 2 noticed that the vehicle was damaged o Not In Comm./Govt. o Not In Comm./Other when unknown third party noticed damage and pieces of car in roadway. Unit 2 had USDOT NO. _________________________ ILLCC NO. __________________ Source of above damage in the rear on the driver side. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No Unkown Info for Unit 1. If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8619 U1 Race: U2 Race: TRAILER 1 o o o W -87.9705 TRAILER 2 o o o U1 COLOR U2 COLOR U1 Drug 1 U1 Drug 2 U2 Drug 1 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 92 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X002181613 * U1 9 U2 1 1 1 1 99 U2 1 99 U1 U2 1 99 U1 U2 1 9 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 21 VPP21005023 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 1:00 þ AM o YES þ NO RELATED 1505 S EUCLID AVE VILLA PARK 3/14/2021 U1 PRIVATE o PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) UNKNOWN, UNKNOWN UNK UNK 00 - NONE DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN ENGAGED DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 UNKNOWN O 1 POINT OF FIRST CONTACT 99 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN, UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y oN UNKNOWN UNKNOWN, oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 FOR DAMAGED AREA(S) CADILLAC SRX 2004 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 SYSTEM IN ENGAGED DISTRACTED 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 IL 2021 POINT OF FIRST CONTACT 8 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 3/14/2021 5:36 þ PM in a Work Zone? þN DIRP 9 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 18 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 452 Patrick Lyons Jim Cihak, 352 o PM Workers present? þN U2 Page 93 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X002181613 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate Upon arrival, I met with owner of the vehicle . stated that on the o Not In Comm./Govt. o Not In Comm./Other night of 3/13/21 he parked his vehicle in this spot and left with friends. did not USDOT NO. _________________________ ILLCC NO. __________________ Source of above return to his vehicle on that night, later noticing the damage on 3/14/21 at 5:30pm when o Side of Truck o Papers o Driver o Log Book GVWR/GCWR he returned to the car. The vehicle recieved damage to the drivers side doors and rear o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No fender. The windows above the body damage were also pierced through. Unknown exact If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ time of hit and run with no offender information. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8619 U1 Race: U2 Race: TRAILER 1 o o o W -87.9702 TRAILER 2 o o o U1 COLOR U2 COLOR U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 94 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X002951119 * U1 2 10 U2 1 1 1 16 U2 1 U1 1 13 U2 U1 1 U2 1 4 9 U1 1 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT o A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) þ B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 23 VPP23004036 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 15 2:19 þ AM o YES þ NO RELATED S EUCLID AVE VILLA PARK 3/11/2023 U1 PRIVATE o PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 15 o Y VEHICLES INVLD o STOPPED U2 þ 200 ¡ ¡ ........................ FT / MI o AT INTERSECTION WITH N S E W ROOSEVELT RD ______________________________________________________________ (NAME OF INTERSECTION OR ROAD FEATURE) DU PAGE HIT & RUN oY þN WITH PEDALCYCLIST? þN 2 þ FREE FLOW # LNS þDRIVER PARKED DRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 SUBARU FORESTER 2017 FOR DAMAGED AREA(S) 00 - NONE ¡ DUE TO CRASH þo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 9 ENGAGED 9 DISTRACTED o þ ALIGN F 9 8 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 O 1 0 IL 2023 POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 IL D 0 o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. Villa Park Fire Department INCIDENT IF "Y" UNKNOWN 2 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU Refused o Y þN ( oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) GMC ACADIA 2017 DUE TO CRASH þo NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 1 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 9 ENGAGED 9 15 - OTHER o Y o NO þ UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN ¡ o þ U1 0 IL 2023 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" J834249-E09-13 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) .091 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 þ AM Did crash occur oY 1 þ 18 1 3/11/2023 2:19 o PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 08 28 3/11/2023 2:19 þ AM o PM o If YES check one below: Construction U1 3 o þ CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME þ AM o Maintenance 1 U2 11501A2 OW202300002108 3/11/2023 2:22 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 þ CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME þ AM 25 11501A1 OW202300002108 3/11/2023 2:44 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME þ AM oY 25 3 o 328 Giovanni Garofalo Jim Svara, 340 4/12/2023 9:00 o PM Workers present? þN U2 Page 95 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X002951119 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate In summary: o Not In Comm./Govt. o Not In Comm./Other USDOT NO. _________________________ ILLCC NO. __________________ Source of above I spoke with the driver of unit 1 who stated the following, in summary: She was coming o Side of Truck o Papers o Driver o Log Book GVWR/GCWR from Thorntons (gas station located at 250 East Roosevelt Road) and hit unit 2 that came o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No out of no where from the driveway. If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own I then spoke with the owner of unit 2 who confirmed his vehicle was parked unoccupied. tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to See Officer Jarzembowski's arrets report #VPPC2300427 for further information. the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8606 U1 Race: W U2 Race: TRAILER 1 o o o W -87.9705 TRAILER 2 o o o U1 COLOR Light Green U2 COLOR Gray U1 Drug 1 000 U1 Drug 2 000 U2 Drug 1 000 U2 Drug 2 000 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO þ DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: 3 U1 TOWED BY / TO : Veterans Towing SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO þ DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: 3 U2 TOWED BY / TO : Veterans Towing VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 96 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003074287 * U1 9 U2 1 1 1 1 99 U2 1 99 U1 U2 1 99 U1 U2 1 1 9 U1 99 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 1 þ OVER $1,500 o AMENDED 23 VPP23008806 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 99 7:14 o AM o YES þ NO RELATED 1445 S EUCLID AVE VILLA PARK 5/28/2023 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 1 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 UNKNOWN, UNKNOWN UNKNOWN UNKNOWN FOR DAMAGED AREA(S) 00 - NONE ¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 9 ENGAGED 9 DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR ¡99 - UNKNOWN * Distraction Value o þ U1 1 UNKNOWN XX O 9 0 UNKNOWN XX POINT OF FIRST CONTACT 1 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 UNK-NOWN UNKNOWN XX UNKNOWN UNKNOWN o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. 9 99 INCIDENT 9 IF "Y" UNKNOWN, UNKNOWN UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y þN UNKNOWN UNKNOWN, XX UNKNO UNK-NOWN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 99 TOYOTA RAV4 2014 FOR DAMAGED AREA(S) ¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 0 ENGAGED 0 15 - OTHER o Y þ NO o UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN ¡ o þ U1 9 WI 2023 POINT OF FIRST CONTACT 7 ¡ COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 5/28/2023 7:14 þ PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 99 99 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 302 Joseph Bastian Jim Svara, 340 o PM Workers present? þN U2 Page 97 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003074287 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate On the above date and time, I was dispatched to a delayed hit and run accident at 1445 o Not In Comm./Govt. o Not In Comm./Other S. Euclid Ave. I arrived on scene and located damage on the driver's side of unit 2, USDOT NO. _________________________ ILLCC NO. __________________ Source of above include a cracked mirror. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No Unit 2 advised the vehicle was parked on the street for a few hours and must have If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ occured between 1700-1900Hrs. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? I provided the owner of Unit 2 the crash report number. o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? I checked the area for cameras, but I was unable to make contact with any neighbors who HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No have cameras.I checked the area for any vehicle with damage with negative results. Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8628 U1 Race: U U2 Race: TRAILER 1 o o o W -87.9702 TRAILER 2 o o o U1 COLOR U2 COLOR Gray U1 Drug 1 000 U1 Drug 2 000 U2 Drug 1 000 U2 Drug 2 000 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 98 of 101  Narrative Nothing further. Page 99 of 101  ILLINOIS TRAFFIC CRASH REPORT 1 1 Sheet ____ of ____ Sheets DRAC TRFD TRFC WEAT DRVA VIS VEHD LGHT COLL MANV * X003752927 * U1 9 10 U2 1 1 1 16 U2 1 99 U1 U2 8 99 U1 U2 1 4 9 U1 1 21 U2 IY003 INVESTIGATING AGENCY DAMAGE TO ANY o $500 OR LESS TYPE OF REPORT þ A No Injury / Drive Away YR AGENCY CRASH REPORT NO. TRFW þ ON SCENE Villa Park PD ONE PERSON'S VEHICLE / PROPERTY o $501 - $1,500 o NOT ON SCENE (DESK REPORT) o B Injury and / or Tow Due to Crash 2 þ OVER $1,500 o AMENDED 25 VPP25003998 VEHT þ City Township o INTERSECTION ADDRESS NO. HIGHWAY OR STREET NAME oY þN DATE OF CRASH TIME SECONDARY CRASH 1 7:05 o AM o YES þ NO RELATED 1500 S EUCLID AVE VILLA PARK 3/8/2025 U1 PRIVATE þ PM FLOW CONDITION (CIRCLE) (CIRCLE) COUNTY PROPERTY oY þN DOORING # OF MOTOR o SLOW 1 o ........................ FT / MI N S E W ______________________________________________________________ WITH o Y VEHICLES INVLD o STOPPED U2 DU PAGE HIT & RUN þY oN PEDALCYCLIST? þN 2 þ FREE FLOW # LNS o AT INTERSECTION WITH (NAME OF INTERSECTION OR ROAD FEATURE) þDRIVER oPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 UNKNOWN, UNKNOWN UNKNOWN UNKNOWN FOR DAMAGED AREA(S) 00 - NONE ¡¡¡ DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 13 - UNDER CARRIAGE FIRE oþ 2 14 - TOTAL (ALL) U2 SYSTEM IN 6 ENGAGED 9 DISTRACTED o þ ALIGN UNKNOWN 9 3 15 - OTHER UNIT 1 o Y o NO þ UNK VEH. AT CRASH * Distraction Value CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR 99 - UNKNOWN o þ U1 1 UNKNOWN O 9 0 UNKNOWN POINT OF FIRST CONTACT 12 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 1 UNK-NOWN UNKNOWN UNKNOWN UNKNOWN o Y o N U2 RSUR EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" UNKNOWN, UNKNOWN UNKNOWN 1 HOSPITAL (TAKEN TO) OWNER STREET, CITY, STATE, ZIP PHONE NUMBER RESPONDER VEHU o Y þN UNKNOWN UNKNOWN, UNK-NOWN oDRIVER þPARKED oDRIVERLESS oPED oPEDAL o EQUES o NMV o NCV o DV DATE OF BIRTH MAKE MODEL YEAR CIRCLE NUMBER(S) TOWED Y N U1 2 FOR DAMAGED AREA(S) MAZDA CX-30 2023 DUE TO CRASH oþ NAME (LAST, FIRST, M) STREET ADDRESS mo SEX / day / SAFT yr AIR AUTOMATION LEVEL LEVEL 00 - NONE 13 - UNDER CARRIAGE FIRE oþ 2 U2 14 - TOTAL (ALL) o o SPDR UNIT 2 DISTRACTED SYSTEM IN 9 ENGAGED 9 15 - OTHER o Y o NO þ UNK VEH. AT CRASH * Distraction Value 99 - UNKNOWN 0 ¡¡¡ CITY STATE ZIP INJ EJCT EPTH PLATE NO. STATE YEAR o þ U1 IL 2025 POINT OF FIRST CONTACT 6 COM VEH * IF YES SEE SIDEBAR PHONE NUMBER DRIVER LICENSE NO. STATE CLASS CDL ID VIN INSURANCE CO. EXPIRED 0 o Y þ N U2 RDEF EMS AGENCY PEDV PPA PPL VEHICLE OWNER (LAST, FIRST, M.I.) POLICY NO. INCIDENT IF "Y" 1 HOSPITAL (TAKEN TO) OWNER ADDRESS (STREET, CITY, STATE, ZIP) PHONE NUMBER RESPONDER BAC o o (UNIT) (SEAT) (DOB) (SEX) (SAFT) (AIR) (INJ) (EJCT) (EPTH) Y N PASSENGERS & WITNESSES ONLY (NAME) / (ADDR) / (TEL) (HOSP) (EMS) 996 U1 W M 996 U2 # OCCS U1 1 0 (EVNO) (MOST) (EVNT) (LOC) DAMAGED PROPERTY OWNER NAME DAMAGED PROPERTY POLICE NOTIFIED TIME U2 o AM Did crash occur oY 1 þ 18 1 3/8/2025 7:05 þ PM in a Work Zone? þN DIRP 1 UNIT 1 PROPERTY OWNERS ADDRESS: STREET, CITY, STATE, ZIP PRIMARY SECONDARY EMS NOTIFIED TIME 2 o 20 28 o AM o PM o If YES check one below: Construction U1 3 o o CITATIONS ISSUED o PENDING SECTION CITATION NO. EMS ARRIVED TIME o AM o Maintenance 1 U2 o PM þ 11 ARREST NAME SLMT 1 o Utility 1 o CITATIONS ISSUED o PENDING SECTION CITATION NO. ROAD CLEARANCE TIME o AM 25 o PM o UNIT 2 Unknown work zone type U1 2 o ARREST NAME OFFICER ID. SIGNATURE BEAT / DIST. SUPERVISOR ID. COURT DATE TIME o AM oY 25 3 o 319 Elsa Franco Bryan Hruby, 359 o PM Workers present? þN U2 Page 100 of 101  A Diagram and Narrative are required on all Type B crashes, LARGE TRUCK, BUS, OR HM VEHICLE X003752927 even if units have been moved prior to the officer's arrival. IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example: employee transporter - usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver, for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example: placards will be displayed on the vehicle). UNIT ____ CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ NARRATIVE (refer to vehicle by unit #) MOTOR CARR. ID o Interstate o Intrastate In summary: the witness advised that he was outside of his residence when he saw a o Not In Comm./Govt. o Not In Comm./Other light tan colored Toyota rear end Unit 2, which was parked (unoccupied) N/B on S. Euclid USDOT NO. _________________________ ILLCC NO. __________________ Source of above and took off. o Side of Truck o Papers o Driver o Log Book GVWR/GCWR o <10,000 o 10,000 - 26,000 o >26,000 Were HAZMAT placards on vehicle? o Yes o No The driver of Unit 2 was notified of the hit and run. Unit 2 was provided a crash report If yes, name on placard _______________________________________ 4 digit UN NO. ___________________ 1 digit Hazard Class NO. _______ number. Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)? o Yes o No o Unknown Did HAZMAT Regulations violation contribute to the crash? o Yes o No o Unknown Did Motor Carrier Safety Regulations (MCS) violation contribute to the crash? o Yes o No o Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT o Yes o No o Unknown Out of Service o Yes o No MCS o Yes o No o Unknown Out of Service o Yes o No Form Number _____________________________________________ IDOT PERMIT NO. ________________ WIDELOAD? o Y o N TRAILER VIN 1 ___________________________________________ LOCAL USE ONLY TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S) 0 - 96" 97 - 102" > 102" N 41.8623 U1 Race: U U2 Race: TRAILER 1 o o o W -87.9710 TRAILER 2 o o o U1 COLOR Tan U2 COLOR Red U1 Drug 1 000 U1 Drug 2 U2 Drug 1 000 U2 Drug 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ U1 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U1 TOWED BY / TO : SELECT CODES FROM BACK OF CRASH BOOKLET U2 TOWED DUE TO o DISABLING DAMAGE o NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED BY / TO : VEHICLE CONFIG. ______ CARGO BODY TYPE ______ LOAD TYPE ______ Page 101 of 101