Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh)

1. Leggett Ave. at Garrison Ave. (S) Leggett Ave. EB 24.6 C 25.4 C 17.1 B WB 32.2 C 41.9 D 41.9 D Garrison Ave. SB 34.8 C 35.0 C 37.8 D Overall 28.9 C 33.6 C 32.4 C 2. Longwood Ave. at Garrison Ave. (U) Longwood Ave. EB 13.1 B 13.7 B 15.7 C WB 17.1 C 18.2 C 20.0 C Garrison Ave. NB 12.6 B 13.0 B 13.7 B SB 13.5 B 14.0 B 16.9 C Overall 14.2 B 14.8 B 16.8 C 3. Lafayette Ave. at Garrison Ave. (U) Lafayette Ave. EB 9.1 A 9.2 A 10.3 B WB 9.4 A 9.5 A 10.7 B Garrison Ave. NB 9.7 A 9.9 A 10.9 B SB 10.8 B 10.9 B 13.5 B Overall 10.0 A 10.1 B 11.9 B 4. Tiffany St. at Garrison Ave. (S) Tiffany St. EB 95.4 F 95.9 F 80.5 F WB 15.6 B 15.5 B 16.1 B Garrison Ave. NB 29.4 C 29.5 C 29.5 C SB 21.5 C 22.4 C 55.4 E Overall 58.4 E 58.7 E 59.1 E 5. Barreto St. at Garrison Ave. (S) Barreto St. EB 95.5 F 95.6 F 65.8 E Garrison Ave. NB 25.2 C 25.3 C 29.9 C SB 7.0 A 9.3 A 32.8 C Overall 65.6 E 66.1 E 45.9 D 6. Garrison Ave. at Faile St. (U) Garrison Ave. EB 2.0 A 2.0 A 2.4 A WB 0.9 A 0.9 A 5.7 A Faile St. SB 20.0 C 16.9 C 16.9 C Overall 2.8 A 2.6 A 3.7 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh)

7. Garrison Ave. at Longfellow Ave. (U) Garrison Ave. EB 0.9 A 0.9 A 0.8 A WB 0.5 A 0.5 A 1.1 A Longfellow Ave. SB 14.4 B 14.6 B 12.5 B Overall 1.9 A 1.8 A 2.0 A 8. Garrison Ave. at Whittier Ave. (U) Garrison Ave. EB 0.0 A 0.0 A 0.0 A WB 0.2 A 0.2 A 0.0 A Whittier Ave. SB 11.4 B 11.4 B 10.0 A Overall 2.4 A 2.4 A 2.8 A 9. Garrison Ave. at Edgewater Rd. (U) Garrison Ave. EB 17.5 - 18.3 - - - Edgewater Rd NB 3.3 - 3.4 - - - Overall 7.7 - 7.9 - - - 10. Leggett Ave. at Barry St. (S) Leggett Ave. EB 25.8 C 26.6 C 27.7 C WB 55.0 D 76.0 E 71.9 E Barry St. NB 19.8 B 20.4 C 20.4 C SB 11.0 B 11.0 B 11.0 B Overall 34.2 C 42.0 D 43.5 D 11. Lafayette Ave. and Tiffany St. (S) Lafayette Ave. EB 44.0 D 44.5 D 46.2 D WB 48.5 D 49.1 D 49.4 D Tiffany St. NB 11.9 B 12.3 B 13.1 B SB 32.0 C 37.4 D 61.8 E Overall 33.3 C 36.3 D 49.5 D 12. Seneca Ave. at Longfellow Ave. (U) Seneca Ave. EB 0.0 A 0.0 A 0.0 A WB 1.1 A 1.1 A 0.5 A Longfellow Ave. SB 10.9 B 11.0 B 13.5 B Overall 4.7 A 4.7 A 3.3 A 13.Seneca Ave. at Whittier St./Whittier Ave. (U) Seneca Ave. EB 0.0 A 0.0 A 0.0 A WB 2.4 A 2.4 A 0.0 A Whitter St./Whitter Ave. NB 10.0 B 10.0 A 11.6 B SB 9.9 A 9.9 A 22.1 C Overall 5.9 A 5.9 A 11.4 B 14. Seneca Ave. at Edgewater Rd. (U) Seneca Ave. EB 14.5 B 15.0 B 31.8 C Edgewater Rd. NB 1.0 A 0.9 A 13.6 B SB 0.0 A 0.0 A 37.3 D Overall 2.1 A 2.1 A 24.9 C

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh)

15. Leggett Ave./Randall Ave. at Truxton St. (U) Leggett Ave./Randall Ave. EB 0.2 A 0.2 A 0.5 A WB 0.0 A 0.0 A 0.0 A Truxton St. NB 20.0 C 21.1 C 15.6 C SB 13.9 B 14.3 B 12.8 B Overall 1.4 A 1.4 A 1.4 A 16. Spofford Ave. at Tiffany St. (U) Spofford Ave. EB 15.3 C 15.6 C 17.9 C WB 12.2 B 12.4 B 12.7 B Tiffany St. NB 16.2 C 17.1 C 17.8 C SB 82.1 F 97.4 F 132.7 F Overall 50.5 F 58.6 F 78.0 F 17. Longwood Ave. at Tiffany St. (U) Longwood Ave. EB 14.3 B 14.9 B 16.3 C Tiffany St. NB 2.9 A 2.9 A 3.0 A SB 0.0 A 0.0 A 0.0 A Overall 3.6 A 3.8 A 3.8 A 18. Randall Ave. at Tiffany St. (S) Randall Ave. EB 22.1 C 22.7 C 21.4 C WB 20.1 C 22.0 C 40.9 D Tiffany St. NB 26.1 C 27.4 C 21.0 C SB 32.4 C 37.6 D 36.7 D Overall 26.3 C 29.0 C 32.3 C 19. Oak Point Ave. at Barry St. (U) Oak Point Ave. EB 22.4 C 23.6 C 23.7 C WB 11.8 B 12.0 B 12.0 B Barry St. NB 0.4 A 0.4 A 0.4 A SB 6.1 A 6.2 A 6.2 A Overall 11.3 B 11.6 B 11.6 B 20. Oak Point Ave at Dupont St. (U) Oak Point Ave. EB 0.1 A 0.1 A 0.1 A WB 0.0 A 0.0 A 0.4 A Dupont St. NB 10.8 B 10.8 B 10.8 B SB 12.2 B 12.3 B 12.2 B Overall 0.9 A 1.0 A 0.0 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh)

21. Oak Point Ave. at Truxton St. (U) Oak Point Ave. EB 0.6 A 0.6 A 0.6 A WB 0.0 A 0.0 A 0.0 A Truxton St. SB 12.8 B 13.0 B 13.0 B Overall 1.2 A 1.2 A 1.2 A 22. Oak Point Ave. at Tiffany St. (S) Oak Point Ave. EB 18.2 B 18.5 B 18.6 B Tiffany St. NB 78.9 E 105.0 F 98.6 F SB 28.5 C 38.3 D 29.9 C Overall 41.4 D 53.8 D 49.2 D 23. Lafayette Ave. at Hunts Point Ave. (S) Lafayette Ave. EB 76.2 E 79.8 E 78.6 E WB 34.3 C 35.1 D 32.6 C Hunts Point Ave. NB 19.8 B 20.3 C 17.0 B SB 17.0 B 17.4 B 23.6 C Overall 40.1 D 41.5 D 38.6 D 24. Randall Ave. at Hunts Point Ave. (S) Randall Ave. EB 35.7 D 37.3 D 29.8 C WB 27.7 C 27.7 C 44.5 D Hunts Point Ave. NB 10.8 B 10.8 B 12.2 B SB 13.8 B 14.0 B 15.8 B Overall 22.5 C 23.0 C 28.4 C 25. Oak Point Ave. at Hunts Point Ave. (U) Oak Point Ave. EB 8.9 A 9.0 A 9.2 A Hunts Point Ave. SB 10.4 B 10.7 B 11.6 B Overall 9.6 A 9.8 A 10.5 B 26. Lafayette Ave. at Edgewater St. (S) Lafayette Ave. EB 40.9 D 41.1 D 41.0 D WB 31.0 C 31.0 C 45.5 D Edgewater St. NB 17.2 B 17.8 B 15.8 B SB 17.4 B 17.4 B 10.0 A Overall 22.1 C 22.4 C 17.7 B 27. Randall Ave. and Halleck St. (S) Randall Ave. EB 30.0 C 30.6 C 27.8 C Halleck St. NB 6.7 A 6.6 A 10.8 B SB 11.5 B 11.6 B 18.6 B Overall 11.5 B 11.6 B 16.5 B

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh)

28. Hunts Point Ave/Food Center Dr. at Halleck St. (S) Food Center Dr. WB 28.4 C 29.6 C 29.6 C Halleck St. NB 30.5 C 30.7 C 30.7 C SB 35.0 C 35.1 D 37.7 D Hunts Point Ave. SE 29.5 C 29.9 C 30.1 C Overall 29.6 C 30.4 C 31.0 C 29. Viele Ave. at Halleck St. (U) Viele Ave. EB 15.0 B 17.8 C 19.2 C WB 11.0 B 12.7 B 13.1 B Halleck St. NB 1.0 A 1.0 A 1.0 A SB 0.0 A 0.3 A 0.7 A Overall 5.1 A 5.0 A 4.9 A 30. E Bay Ave. at Tiffany St. (U) E Bay Ave. WB 12.5 B 13.0 B 13.0 B Tiffany St. NB 0.0 A 0.0 A 0.0 A SB 0.0 A 0.0 A 0.0 A Overall 5.1 A 5.2 A 5.3 A 31. Viele Ave. at Tiffany St. (U) Viele Ave. WB 9.3 A 9.7 A 9.6 A Tiffany St. NB 8.4 A 8.5 A 8.5 A SB 11.3 B 11.9 B 11.6 B Overall 10.6 B 11.1 B 10.9 B 32. Halleck St. at Edgewater St. (S) Edgewater St. NB 25.9 C 26.2 C 32.0 C SB 21.3 C 21.1 C 15.4 B Overall 24.7 C 24.9 C 25.5 C 33. Ryawa Ave./Food Center Dr. at Halleck St. (U) Ryawa Ave./Food Center Dr. EB 4.0 A 4.1 A 4.1 A Halleck St. NB 10.3 B 10.0 A 10.0 A SB 60.6 F 25.5 D 25.5 D Overall 29.5 D 14.5 B 14.5 B

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 34. Boston Road & Southern Blvd at 174th St. (S) Southern Boulevard NB 43.3 D 43.7 D 43.7 D NE 30.8 C 30.8 C 30.8 C Boston Road SB 43.4 D 43.4 D 43.4 D SW 12.1 B 12.1 B 12.1 B Overall 30.5 C 30.6 C 30.6 C 35. West Farms Road & Tremont Ave. at Boston Road (S) East EB 50.3 D 50.4 D 50.4 D WB 63.3 E 63.3 E 63.3 E Boston Road NB 222.3 F 224.7 F 224.7 F SB 93.0 F 93.0 F 93.0 F West Farms Road NW 126.4 F 126.4 F 126.4 F Overall 87.1 F 87.4 F 87.4 F 36. Prospect Ave. & Longwood Ave. at Westchester Ave. (S) Prospect Avenue NB 94.4 F 94.4 F 94.4 F NW 89.1 F 89.2 F 89.2 F SB 130.8 F 130.8 F 130.8 F Westchester Avenue EB 30.2 C 30.2 C 30.2 C WB 29.9 C 29.9 C 29.9 C Overall 71.9 E 71.9 E 71.9 E 37. Southern Blvd & Westchester Ave. (S) Southern Boulevard NB 34.4 C 34.5 C 34.5 C SB 18.3 B 18.5 B 18.5 B Westchester Avenue EB 84.1 F 91.3 F 67.4 E WB 94.4 F 102.4 F 53.9 D Overall 68.2 E 73.2 E 46.2 D 38. Whitlock Ave. & Westchester Ave (S) Westchester Avenue EB 25.8 C 32.2 C 32.2 C WB 71.9 E 77.8 E 78.7 E Whitlock Ave SB 37.4 D 42.1 D 24.2 C Overall 49.2 D 52.9 D 50.4 D 39. Sheridan Expy & Westchester Ave. (S) Westchester Avenue EB 13.3 B 64.4 E 64.4 E WB 46.4 D 63.2 E 63.2 E Whitlock Ave NB 99.8 F 95.0 F 25.1 C SB 22.3 0.0 0.0 Overall 43.7 D 68.5 E 57.9 E

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 40. Dawson St. & Longwood Ave. (S) Longwood Avenue EB 14.4 B 14.5 B 14.5 B WB 16.0 B 16.2 B 16.2 B Dawson Street SB 23.4 C 24.0 C 24.0 C Overall 18.4 B 18.7 B 18.7 B 41. Southern Blvd. & Longwood Ave. (S) Southern Boulevard NB 9.3 A 9.4 A 15.7 B SB 36.9 D 38.6 D 67.8 E Longwood Avenue EB 83.3 F 91.9 F 51.8 D WB 298.9 F 347.8 F 241.7 F Overall 94.2 F 107.0 F 93.1 F 42. Southern Blvd & Tiffany St. (S) Southern Boulevard NB 21.9 C 22.1 C 19.9 B SB 10.3 B 10.6 B 10.6 B Tiffany Street WB 30.9 C 31.1 C 31.1 C Overall 20.0 B 20.2 C 19.8 B 43. Southern Blvd. & Barretto St. (S) Southern Boulevard NB 15.3 B 15.4 B 15.8 B SB 19.7 B 20.0 B 18.4 B Barretto Street EB 28.6 C 29.0 C 29.0 C Overall 21.1 C 21.3 C 21.0 C 44. Bruckner Blvd. & Longwood Ave. (S) Longwood Avenue SB 89.7 F 90.2 F 93.3 F NB 36.2 D 36.6 D 38.7 D Bruckner Blvd. WB Service Road WB 18.0 B 19.9 B 52.4 D Bruckner Blvd. WB Mainline WB 4.8 A 5.1 A 7.3 A Bruckner Blvd. EB Mainline EB 32.9 C 34.6 C 47.8 D Bruckner Blvd. EB Service Road EB 8.8 A 9.3 A 2.3 A Overall 29.6 C 30.6 C 43.8 D 45. Bruckner Blvd. & Lafayette Ave (S) Lafayette Avenue NB 39.1 D 39.3 D 39.2 D Bruckner Blvd. WB Service Road WB 17.1 B 17.2 B 29.2 C Bruckner Blvd. WB Mainline WB 18.1 B 17.9 B 22.5 C Bruckner Blvd. EB Mainline EB 16.2 B 16.1 B 12.1 B Bruckner Blvd. EB Service Road EB 14.9 B 14.8 B 5.4 A Overall 18.2 B 18.1 B 22.3 C

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 46. Bruckner Blvd. & Tiffany St. (S) Tiffany Street SB 129.0 F 129.7 F 83.3 F NB 95.2 F 97.3 F 46.2 D Bruckner Blvd. WB Service Road WB 9.8 A 10.1 B 5.2 A Bruckner Blvd. WB Mainline WB 45.9 D 45.1 D 55.5 E Bruckner Blvd. EB Mainline EB 58.0 E 58.2 E 38.8 D Bruckner Blvd. EB Service Road EB 53.9 D 54.3 D 25.5 C Overall 48.0 D 48.1 D 36.9 D 47. Bruckner Blvd. & Barretto St (S) Barretto Street SB 125.4 F 124.6 F 125.0 F Bruckner Blvd. WB Service Road WB 3.4 A 3.6 A 3.4 A Bruckner Blvd. WB Mainline WB 34.7 C 36.6 D 14.5 B Bruckner Blvd. EB Mainline Road EB 51.1 D 51.4 D 16.4 B Bruckner Blvd. EB Service Road EB 36.5 D 36.9 D 25.1 C Overall 37.3 D 38.1 D 22.6 C 48. Bruckner Blvd. & Hunts Point Ave. (S) Hunts Point Avenue SB 13.2 B 15.9 B 16.5 B NB 140.4 F 140.0 F 122.5 F Midblock NB 2.2 A 2.2 A 0.5 A SB 28.4 C 29.0 C 29.7 C Bruckner Blvd. WB Service Road WB 29.2 C 30.1 C 35.4 D Bruckner Blvd. WB Mainline Road WB 34.8 C 46.7 D 22.3 C Bruckner Blvd. EB Mainline Road EB 23.3 C 23.5 C 48.7 D Bruckner Blvd. EB Service Road EB 24.9 C 24.9 C 24.1 C Overall 34.2 C 38.3 D 35.4 D 49. WB Bruckner Blvd & Faile St. (U) Bruckner Blvd WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 50. EB Bruckner Blvd. & Faile St. (S) Bruckner Boulevard EB 7.1 A 7.4 A 9.0 A Faile St NBR 20.8 C 19.0 B 39.6 D Overall 7.8 A 8.1 A 10.7 B 51. Bryant Ave. & WB Bruckner Blvd. (U) Bryant Avenue SB 0.0 A 260.9 F 150.2 F Bruckner Blvd. WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 18.8 C 12.3 B 52. Bryant Ave. & EB Bruckner Blvd. (u) Bruckner Boulevard EB 0.0 A 5.5 A 10.1 B Bryant Avenue NB 14.8 B 57.8 E 30.9 C Overall 2.6 A 14.7 B 11.1 B

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 53. Whitlock Ave. & WB Bruckner Blvd. (S) Bruckner Boulevard WB 0.0 A 1.0 A 0.0 A Overall 0.9 A 1.0 A 0.0 A 54. Whittier Ave & EB Bruckner Blvd. (U) Bruckner Boulevard EB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 55. Edgewater Rd & Bruckner Blvd. EBML (U) Edgewater Road NB 29.9 C 18.1 B 108.6 F Bruckner Boulevard EB 0.0 A 30.2 C 77.6 E Overall 12.7 B 25.0 C 86.2 F 56. WB Bruckner Blvd. WBML & Bronx River Ave. (S) Bronx River Avenue NB 104.6 F 100.7 F 101.4 F SB 51.8 D 70.3 E 70.3 E Bruckner Boulevard WB 17.1 B 17.1 B 19.7 B Overall 46.8 D 50.2 D 51.7 D 57. EB Bruckner Blvd. & Bronx River Ave. (S) Bronx River Avenue NB 47.9 D 47.9 D 47.9 D SB 35.4 D 58.3 E 58.0 E Bruckner Boulevard EB 79.1 E 73.9 E 76.1 E Overall 63.7 E 65.0 E 66.0 E 58. Bruckner Blvd. WB Mainline & Boynton Ave. (U) Bruckner Boulevard WB 0.0 A 0.0 A 0.0 A SB 16.8 C 17.0 C 17.0 C Overall 1.4 A 1.4 A 1.4 A 59. Bruckner Blvd. EB Mainline & Boynton Ave. (U) Bruckner Boulevard EB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 60. WB Bruckner Blvd. & Morrison Ave. (S) Bruckner Boulevard WB 35.9 D 36.7 D 36.7 D Morrison Avenue SB 69.6 E 73.4 E 73.4 E Overall 53.4 D 55.7 E 55.7 E 61. EB Bruckner Blvd. & Morrison Ave. (U) Morrison Avenue EB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 62. Bruckner Blvd. WBML & Metcalf Ave. (U) Bruckner Boulevard WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 63. Metcalf Ave. & Bruckner Blvd. EBML (U) Metcalf Avenue NB 19.9 C 20.5 C 20.3 C Bruckner Boulevard EB 0.0 A 0.0 A 0.0 A Overall 1.5 A 1.5 A 1.5 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Delay Delay Delay Movement LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 64a. E 135th St. at 3rd Ave. (S) E 135th St. WB 10.5 B 10.6 B 10.6 B 3rd Ave. SB 36.6 D 36.7 D 36.7 D Overall 20.0 B 20.1 C 20.1 C 64b. E 135th St./Exterior St. at 3rd Ave. (S) E 135th St./Exterior St. EB 38.0 D 38.3 D 38.3 D 3rd Ave. NB 0.0 A 26.1 C 26.1 C SB 9.5 A 9.5 A 9.5 A Overall 20.2 C 20.4 C 20.4 C 65. 3rd Ave. at Lincoln Ave and Bruckner Boulevard. (S) 3rd Ave. EB 9.8 A 9.8 A 9.8 A WB 15.2 B 15.4 B 15.4 B Lincoln Ave. NB 31.9 C 32.1 C 32.1 C SB 54.1 D 56.0 E 56.0 E Overall 28.4 C 29.1 C 29.1 C 66. Bruckner Blvd. at Willis Ave. Bridge (S) Bruckner Blvd. EB 37.1 D 37.1 D 37.1 D WB 8.6 A 8.7 A 8.7 A Willis Ave. Bridge NB 8.9 A 9.0 A 9.0 A Overall 10.7 B 10.8 B 10.8 B 67. E 137th St. at Bruckner Blvd. Westbound Service Road (U) Bruckner Blvd. WB Service Road WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 68. E 138th St. at Bruckner Blvd. (S) E 138th St. SB 38.2 D 195.5 F 195.5 F NB 34.8 C 37.8 D 37.8 D Bruckner Blvd. WB Service Road WB 35.5 D 20.1 C 17.3 B Bruckner Blvd. WB Transition Road WB 40.8 D 15.0 B 14.9 B Bruckner Blvd. WB Mainline WB 37.4 D 0.0 A 0.0 A Bruckner Blvd. EB Mainline EB 25.6 C 12.1 B 12.1 B Bruckner Blvd. EB Local EB 39.5 D 48.6 D 22.8 C To Ramp from Mainline EB 62.9 E 41.7 D 41.7 D To Ramp from Local EB - - 723.3 F 723.3 F Overall 50.1 D 101.8 F 102.9 F

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Delay Delay Delay Movement LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 69. E 139th St at Bruckner Blvd Westbound Service Road (U) Bruckner Blvd. WB Service Road WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 70. E. 139th St. at Bruckner Blvd. Eastbound Service Road (U) E 139th St. NB 11.8 B 12.0 B 10.9 B Bruckner Blvd. EB Service Road EB 0.0 A 0.0 A 0.0 A Overall 0.1 A 0.1 A 0.2 A 71. E 140th St. at Bruckner Blvd. (S) E 140th St. SB 39.3 44.1 44.1 Bruckner Blvd. WB Service Road WB 3.8 A 16.4 B 7.3 A Bruckner Blvd. WB Mainline Road WB 3.4 A 4.6 A 3.5 A Bruckner Blvd. WB Mainline WB 3.3 A 112.3 F 112.4 F Bruckner Blvd. EB Mainline EB 4.7 A 15.4 B 15.4 B Bruckner Blvd. EB Service Road EB 2.9 A 23.3 C 17.7 B Overall 4.6 A 21.8 C 16.2 B 72. E 141st St. at Bruckner Blvd. (S) E 141st St. SB 38.8 D 38.9 D 38.9 D NB 41.1 D 43.1 D 43.1 D Bruckner Blvd. WB WB 7.8 A 14.6 B 11.8 B Bruckner Blvd. EB Mainline EB 1.5 A 1.5 A 1.5 A Bruckner Blvd. EB Service Road EB 1.9 A 1.4 A 1.4 A Overall 8.9 A 13.0 B 11.5 B 73. Southern Blvd. at Bruckner Blvd. (S) Southern Blvd. SB 27.1 C 27.2 C 27.2 C NB 2.5 A 2.6 A 2.6 A Bruckner Boulevard WB 16.5 B 16.9 B 7.8 A Overall 16.9 B 17.2 B 9.9 A 74. E 143rd St. at Southern Blvd. (S) Southern Blvd. NB 12.5 B 12.0 B 12.0 B SB 14.0 B 14.1 B 14.1 B Overall 12.9 B 13.0 B 13.0 B 75. E 144th St. at Southern Blvd. (S) E 144th St. EB 24.0 C 24.1 C 24.1 C WB 20.9 C 21.0 C 21.0 C Southern Blvd. NB 24.8 C 25.4 C 25.4 C SB 12.4 B 12.4 B 12.4 B Overall 18.6 B 18.9 B 18.9 B

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Delay Delay Delay Movement LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 76. Southern Blvd. at E 149th St. (S) Southern Blvd. EB 12.5 B 26.4 C 19.9 B WB 36.9 D 45.1 D 40.7 D E 149th St. NB 15.7 B 15.8 B 15.8 B SB 74.6 E 75.1 E 74.8 E Overall 36.6 D 43.0 D 40.6 D 77. E 144th St. at Bruckner Blvd. Westbound Service Road (U) E 144th St. SB 9.1 A 9.1 A 11.8 B Bruckner Blvd. WB Service Road WB 0.0 A 0.0 A 0.0 A Overall 0.8 A 0.8 A 0.2 A 78. E 149th St. at Bruckner Blvd. (S) E 149th St. SB 38.0 D 47.0 D 49.1 D NB 36.7 D 37.1 D 41.8 D Bruckner Blvd. WB Service Road WB 26.6 C 26.9 C 76.7 E Bruckner Blvd. WB Mainline WB 36.0 D 42.4 D 0.0 A Bruckner Blvd. EB Mainline EB 17.1 B 15.4 B 18.3 B Bruckner Blvd. EB Service Road EB 19.2 B 11.1 B 13.8 B Overall 24.8 C 27.0 C 55.1 E 79. Austin Pl. at Bruckner Blvd. Westbound Service Road (U) Bruckner Blvd. WB Service Road WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A 80. Timpson Pl. at Bruckner Blvd. Westbound Service Road (U) Bruckner Blvd. WB Service Road WB 0.0 A 0.0 A 0.0 A Overall 0.0 A 0.0 A 0.0 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Delay Delay Delay Movement LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 81. Southern Blvd. at Leggett Ave. (S) Leggett Ave. EB 59.4 E 62.4 E 49.1 D WB 102.7 F 110.3 F 56.6 E Southern Blvd. NB 16.7 C 17.0 C 17.0 C SB 13.1 B 13.4 B 14.2 B Overall 40.3 E 42.5 E 26.8 D 82. Leggett Ave. at Bruckner Blvd. (S) Leggett Ave. NB 45.7 D 49.4 D 49.7 D Bruckner Blvd. EB Service Road EB 34.0 C 36.5 D 22.7 C Bruckner Blvd. EB Mainline EB 36.4 D 36.3 D 50.8 D Bruckner Blvd. WB Mainline WB 28.6 C 30.2 C 20.8 C Bruckner Blvd. WB Service Road WB 22.6 C 23.1 C 41.9 D Overall 30.3 C 34.3 C 35.4 D 83. E 156th St. at Southern Blvd. (S) E 156th St. WB 45.2 E 47.0 E 47.0 E Southern Blvd. NB 15.4 C 16.2 C 16.9 C SB 16.7 C 16.0 C 15.3 C Overall 23.8 C 24.3 C 24.4 C 84. E 156th St at Bruckner Blvd. Westbound Service Road (S) Bruckner Blvd. WB Service Road WB 4.5 A 4.5 A 28.4 C Bruckner Blvd. WB Mainline WB 7.9 A 8.1 A 66.5 E Bruckner Blvd. EB Mainline EB 3.8 A 3.7 A 1.2 A Bruckner Blvd. EB Service Road EB 7.0 A 7.0 A 1.9 A Overall 6.1 A 6.2 A 29.3 C

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 85. Longfellow Avenue and Oak Point Avenue (U) Oak Point Ave. EB 0.0 A 0.0 A 0.0 A Longfellow Ave. NB 9.7 A 9.8 A 9.8 A SB 10.8 B 10.9 B 10.9 B Overall 3.1 A 3.1 A 3.1 A 86. Halleck Street and Oak Point Avenue (U) Oak Point Ave. EB 11.2 B 11.4 B 12.7 B Halleck St. NB 0.0 A 0.0 A 0.0 A SB 0.0 A 0.0 A 0.0 A Overall 1.5 A 1.6 A 1.3 A 87.Longfellow Avenue and E. Bay Avenue (U) Longfellow Ave. WB 0.2 A 0.2 A 0.2 A East Bay Ave. NB 11.8 B 11.9 B 11.9 B SB 11.1 B 11.1 B 11.1 B Overall 2.3 A 2.2 A 2.2 A 88. Bryant Avenue and Oak Point Avenue (U) Oak Point Ave. EB 8.2 A 8.2 A 8.2 A Bryant Ave. NB 8.2 A 8.2 A 8.2 A SB 8.2 A 8.2 A 8.2 A Overall 8.2 A 8.2 A 8.2 A 89. Coster Avenue and Oak Point Avenue Oak Point Ave. EB 0.7 A 0.7 A 0.7 A Coster Ave. NB 12.5 B 12.7 B 12.2 B SB 13.5 B 13.8 B 14.4 B Overall 4.2 A 4.3 A 5.1 A 90. Barretto Street and Oak Point Avenue (U) Oak Point Ave. EB 0.2 A 0.2 A 0.2 A Barretto St. NB 11.8 B 11.9 B 11.8 B SB 11.7 B 11.8 B 11.7 B Overall 1.6 A 1.6 A 1.6 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 91. Bryant Avenue and E. Bay Avenue (U) East Bay Ave. WB 0.3 A 0.2 A 0.2 A Bryant Ave. NB 11.6 B 11.7 B 11.7 B SB 10.6 B 10.7 B 10.7 B Overall 1.8 A 1.8 A 1.8 A 92. Manida Street and E. Bay Avenue (U) East Bay Ave. WB 0.0 A 0.0 A 0.0 A Manida St. NB 11.0 B 11.0 B 11.0 B SB 10.9 B 11.0 B 11.0 B Overall 1.7 A 1.7 A 1.7 A 93. Barretto and E. Bay Avenue (U) East Bay Ave. WB 0.3 A 0.3 A 0.3 A Barretto St. NB 10.9 B 11.0 B 11.0 B SB 10.3 B 10.4 B 10.4 B Overall 1.3 A 1.3 A 1.3 A 94. Barretto Street and Randall Avenue (U) Randall Ave. EB 0.0 A 0.0 A 0.0 A WB 0.1 A 0.1 A 0.1 A Barretto St. NB 15.4 C 15.7 C 13.1 B SB 13.2 B 13.3 B 13.0 B Overall 1.8 A 1.8 A 2.5 A 95. Coster Avenue and Randall Avenue (S) Randall Ave. EB 16.9 B 17.1 B 14.1 B WB 18.0 B 18.4 B 26.0 C Coster Ave. NB 11.2 B 11.2 B 11.1 B SB 11.6 B 11.6 B 11.6 B Overall 16.2 B 16.5 B 20.2 C 96. Bryant Avenue and Randall Avenue (U) Randall Ave. EB 1.4 A 1.5 A 2.0 A WB 0.4 A 0.4 A 0.3 A Bryant Ave. NB 14.2 B 14.6 B 15.7 C Overall 2.0 A 2.0 A 1.8 A 97. Manida Street and Viele Avenue (U) Viele Ave. EB 0.0 A 0.0 A 0.0 A WB 0.5 A 0.5 A 0.5 A Manida St. NB 11.5 B 11.9 B 11.6 B SB 11.3 B 11.7 B 11.5 B Overall 1.7 A 1.6 A 1.7 A 98. Coster Avenue and Viele Avenue (U) Viele Ave. EB 0.2 A 0.2 A 0.2 A WB 0.7 A 0.6 A 0.6 A Manida St. NB 11.2 B 11.6 B 11.3 B SB 11.3 B 11.6 B 11.4 B Overall 1.8 A 1.6 A 1.7 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000 Hunts Point Truck Access Study – NYSDOT Region 11 Pin X731.55 INTERSECTION LEVELS OF SERVICE SUMMARY Bronx County, New York Weekday AM Peak Hour (7:30 - 8:30 AM)

Existing (2016) No Build (2025) Build (2025) Intersection Movement Delay Delay Delay LOS LOS LOS (sec/veh) (sec/veh) (sec/veh) 99. Whittier Avenue and Viele Avenue (U) Viele Ave. EB 0.7 A 0.6 A 0.7 A WB 0.5 A 0.4 A 0.4 A Whittier Ave. NB 10.9 B 11.2 B 11.0 B SB 10.5 B 10.8 B 10.7 B Overall 1.5 A 1.4 A 1.5 A 100. Ryawa Avenue and Manida Street (U) Ryawa Ave. EB 0.0 A 0.0 A 0.0 A WB 0.0 A 0.0 A 0.0 A Manida St. SB 9.0 A 9.0 A 9.0 A Overall 6.4 A 6.3 A 6.3 A 101. Ryawa Avenue and Coster Avenue (U) Ryawa Ave. EB 0.5 A 0.5 A 0.5 A WB 0.0 A 0.0 A 0.0 A Coster Ave. SB 9.2 A 9.2 A 9.2 A Overall 3.1 A 3.1 A 3.1 A

Note 1. (S) Signalized intersection, (U) Unsignalized Intersection. 2. Signalized results based on Synchro 9.0 3. Unsignalized results based on HCM 2000