Appendix
Attachment 7 - Synchro 10 Report (Intersection Analysis)
October 1, 2024Page 1751 section
A technical analysis page from a traffic report showing intersection delay and level of service for the Eltham Road development project.
August 22, 2023Eltham Rd & Access A1Synchro 10 Report
HCM 6th TWSC 2: Eltham Rd & Access A1 20--Unit Townhouse Development, View Royal, Updated Timing Plan: PD-Opening-PM
Intersection
| Int Delay, s/veh | 1.4 |
Movement
| Movement | EBL | EBT | WBT | WBR | SBL | SBR |
|---|---|---|---|---|---|---|
| Lane Configurations | ||||||
| Traffic Vol, veh/h | 6 | 27 | 24 | 1 | 0 | 5 |
| Future Vol, veh/h | 6 | 27 | 24 | 1 | 0 | 5 |
| Conflicting Peds, #/hr | 0 | 0 | 0 | 0 | 0 | 0 |
| Sign Control | Free | Free | Free | Free | Stop | Stop |
| RT Channelized | - | None | - | None | - | None |
| Storage Length | - | - | - | - | 0 | - |
| Veh in Median Storage, # | - | 0 | 0 | - | 0 | - |
| Grade, % | - | 0 | 0 | - | 0 | - |
| Peak Hour Factor | 92 | 92 | 92 | 92 | 92 | 92 |
| Heavy Vehicles, % | 2 | 2 | 2 | 2 | 2 | 2 |
| Mvmt Flow | 7 | 29 | 26 | 1 | 0 | 5 |
Major/Minor
| Major/Minor | Major1 (EB) | Major2 (WB) | Minor2 (SB) | |||
|---|---|---|---|---|---|---|
| EBL | EBT | WBT | WBR | SBL | SBR | |
| Conflicting Flow All | 27 | 0 | - | 0 | 70 | 27 |
| Stage 1 | - | - | - | - | 27 | - |
| Stage 2 | - | - | - | - | 43 | - |
| Critical Hdwy | 4.12 | - | - | - | 6.42 | 6.22 |
| Critical Hdwy Stg 1 | - | - | - | - | 5.42 | - |
| Critical Hdwy Stg 2 | - | - | - | - | 5.42 | - |
| Follow-up Hdwy | 2.218 | - | - | - | 3.518 | 3.318 |
| Pot Cap-1 Maneuver | 1587 | - | - | - | 934 | 1048 |
| Stage 1 | - | - | - | - | 996 | - |
| Stage 2 | - | - | - | - | 979 | - |
| Platoon blocked, % | - | - | - | |||
| Mov Cap-1 Maneuver | 1587 | - | - | - | 930 | 1048 |
| Mov Cap-2 Maneuver | - | - | - | - | 930 | - |
| Stage 1 | - | - | - | - | 992 | - |
| Stage 2 | - | - | - | - | 979 | - |
Approach
| Approach | EB | WB | SB |
|---|---|---|---|
| HCM Control Delay, s | 1.3 | 0 | 8.5 |
| HCM LOS | A |
Minor Lane/Major Mvmt
| Minor Lane/Major Mvmt | EBL | EBT | WBT | WBR | SBLn1 |
|---|---|---|---|---|---|
| Capacity (veh/h) | 1587 | - | - | - | 1048 |
| HCM Lane V/C Ratio | 0.004 | - | - | - | 0.005 |
| HCM Control Delay (s) | 7.3 | 0 | - | - | 8.5 |
| HCM Lane LOS | A | A | - | - | A |
| HCM 95th %tile Q(veh) | 0 | - | - | - | 0 |
Page 175
Extracted from: 2024 10 01 Council Agenda - Agenda - Pdf