2834-24 Mitchell-Valley-All-Way-Stop-Report.pdf

nsition to Yield Control at a Circular Intersection (see Section 2B.15) D. All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) (see Section 2B.16) E. All-Way Stop Control Warrant E: Other Factors (see Section 2B.17) Option: 04 The decision to install all-way stop control on site roadways open to public travel may be based on engineering judgment. Standard: 05 The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Section 2B.13 All-Way Stop Control Warrant A: Crash Experience Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates that: A. For a four-leg intersection, there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. B. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. Section 2B.14 All-Way Stop Control Warrant B: Sight Distance Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. Support: 02 At such a location, a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. 70 South Orange Avenue, Suite 109 PO Box 99 Livingston, New Jersey 07039 Roseland, NJ 07068 C: (732) 236-7557 T: (973) 228-0999 F: (201) 753-3904 BrightViewEngineering.com

All-Way Stop Warrant Analysis Valley Road & Mitchell Street Project No.: 230143 December 28, 2023 Page 8 of 10 Section 2B.15 All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection Option: 01 All-way stop control may be installed at locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal (see Chapter 4C) at the intersection or for the installation of yield control at a circular intersection. Section 2B.16 All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates: A. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and B. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor street approaches is at least 200 units per hour for each of any of the same 8 hours. 02 If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants may be reduced to 70 percent of the values given in Items A and B in Paragraph 1 of this Section. Section 2B.17 All-Way Stop Control Warrant E: Other Factors Option: 01 All-way stop control may be installed at an intersection where an engineering study indicates that all-way stop control is needed due to other factors not addressed in the other all-way stop control warrants. Such other factors may include, but are not limited to, the following: A. The need to control left-turn conflicts, B. An intersection of two residential neighborhood collector (through) streets of similar design and operating

to, the following: A. The need to control left-turn conflicts, B. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection, or C. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. 70 South Orange Avenue, Suite 109 PO Box 99 Livingston, New Jersey 07039 Roseland, NJ 07068 C: (732) 236-7557 T: (973) 228-0999 F: (201) 753-3904 BrightViewEngineering.com

All-Way Stop Warrant Analysis Valley Road & Mitchell Street Project No.: 230143 December 28, 2023 Page 9 of 10 IV. SUMMARY & CONCLUSIONS BVE has concluded that an All-Way Stop condition at this intersection is justified based on Section 2B.14, All-Way Stop Control Warrant B: Sight Distance, of the 2023 MUTCD. It is our recommendation that the Township of West Orange consider traffic calming measures and work with its residents to improve the safety and operational characteristics at the intersection of Valley Road & Mitchell Street. Based upon our observations, it is our opinion that the study intersection warrants based on sight distance for the implementation of an All-Way STOP Control based on the guidelines within the MUTCD. We present the following in support of this recommendation as well as other traffic treatments which may be considered: • The crash data presented did not meet the requirements set forth within the MUTCD for an All-Way STOP Control (6 correctable incidents within a 36-month period); however, 56% of the crashes reported were “Right Angle” crashes which are susceptible to correction by an All-Way Stop installation. • Based on the sight distance conditions observed at the intersection, it is our opinion that these conditions present a safety concern for both vehicles and pedestrians. This meets the requirements set forth within the optional guidance presented within MUTCD for considering the implementation of an All-Way STOP control (2B.14–01,02). • The Township may wish to consider striping parking aisles where the roadway segment with permits to better define the travel lane width. By defining a narrower travel lane width, motorists are inclined to travel at lower speeds. • It is our recommendation that the Township consider implementing an international crosswalk pattern throughout all of its pedestrian crossings. This striping pattern should be

• It is our recommendation that the Township consider implementing an international crosswalk pattern throughout all of its pedestrian crossings. This striping pattern should be comprised of white 24” thick bars, set 4’ on center, and no less than 6’ wide. This pattern provides greater visibility for both pedestrians and motorists who approach the study intersection, greater painted surface area provides greater reflectivity during nighttime lighting conditions, and due to how the pattern is laid out it may require less upkeep costs for the Township due to reduced wear and tear. • We recommend that the Township of West Orange provide additional speed limit signs with driver feedback throughout Valley Road & Mitchell Street. • We recommend additional improvements such as replacing older and faded signs, refreshing pavement striping and markings, ensuring curb ramps are ADA compliant, enhancing the landscape of the streets by maintaining the green spaces, the sidewalks, and installing additional lighting, where appropriate. 70 South Orange Avenue, Suite 109 PO Box 99 Livingston, New Jersey 07039 Roseland, NJ 07068 C: (732) 236-7557 T: (973) 228-0999 F: (201) 753-3904 BrightViewEngineering.com

All-Way Stop Warrant Analysis Valley Road & Mitchell Street Project No.: 230143 December 28, 2023 Page 10 of 10 • We recommend that the Township of West Orange work with property owners in the study area to improve sight distance at the intersection and clear obstructions with the sight triangles, as much as is reasonable. • There is a sufficient amount of foot traffic in this neighborhood, it is our opinion that an All-Way Stop would improve the safety and traffic operational characteristics of the intersection. JAF/am Https://bvengr.sharepoint.com/sites/bvengr/proj/230143-WOT-Valley&Mitchell/7-Reports-Analysis/Mitchell-Valley-All-Way-Stop.docx 70 South Orange Avenue, Suite 109 PO Box 99 Livingston, New Jersey 07039 Roseland, NJ 07068 C: (732) 236-7557 T: (973) 228-0999 F: (201) 753-3904 BrightViewEngineering.com

EXHIBIT 1 Crash Data (2018-2022)

96 05 Page 1 of 3 Fatal New Jersey Police Crash Investigation Report Reportable Non-Reportable Change Report 118a 1. Case Number 11. Speed Limit 02 97 18019718 10. Crash Occurred On: VALLEY RD N 2 5 - - - - - - - - . - - 118b 01 2. Police Dept. of Code Road Name Dir 12. Route No. 13. Milepost - 98 At Intersection with 18. Speed Limit 119a 01 WEST ORANGE 01 Feet N E MITCHELL ST 2 5 3. Station/Precinct - Miles S W of: 02 99 - 14 15 16

- 14 15 16 19. To: 17. Cross Road Name/Route No. NB EB 119b 07 4. Date of Crash 5. Day of Week 6. Time 7. Municipality 8. Total 9. Total Ramp From: - SB WB - 20 Route Name/Route No. 100a mm O - - - (use 2400 hrs.) dd yy Code KilledSu M Tu W Injured 21. Latitude 22. Longitude 120a 01 0 5 2 7 1 8 -Th -F -Sa 1 1 5 5 0 7 2 2 - - - - - - . - - - - - - - - . - - - - - - 01 100b 23. Veh. # 24. Policy No. 25. NJ Ins. Code 53. Veh. # 54. Policy No. 55. NJ Ins. Code 120b 04 01 8512813 096 02 G00813125003 392 - 101 Parked Ped Pedalcylist Resp. to Emergency Hit & Run Parked

92 - 101 Parked Ped Pedalcylist Resp. to Emergency Hit & Run Parked Ped Pedalcylist Resp. to Emergency Hit & Run 121a 02 26. Driver's First Name Initial Last Name 29. Sex 56. Driver's First Name Initial Last Name 59. Sex 01 102 TRACY - HILLMAN F LUIS - DELGADO-GORDILLO M 121b 02 27. Number & Street 57. Number & Street - 103 562 SCOTLAND ROAD 162 RANDOLPH PLACE 02 28. City State Zip 58. City State Zip 104 ORANGE NJ 07050 WEST ORANGE NJ 07052 122 02 30. Eyes