Controller_Timings.xlsx
XLSX spreadsheet 27 KB Posted
- Solicitation number
- TRN2132636C1
- Issued by
- Broward County, Florida
About this file
This is a Controller Timings spreadsheet prepared for a traffic signal optimization project on Royal Palm Boulevard in Coral Springs, Florida, involving the City of Coral Springs, Broward County Highway Construction and Engineering Division (HCED), the Florida Department of Transportation (FDOT), and the Federal Highway Administration (FHWA). The spreadsheet contains detailed traffic signal timing parameters for an eight-phase controller system (identified as LPI_1042) at an intersection, specifying phase assignments by direction (eastbound left, westbound through, southbound left, northbound through, and corresponding return phases), initial green times ranging from 4 to 12 seconds, vehicle extension gaps of 1.5 to 3.0 seconds, maximum green intervals up to 45 seconds, yellow clearance intervals of 4.4 seconds, and all-red clearance times of 2.0 seconds. Additional parameters include pedestrian signal timing with walk intervals and clearance times (ranging from 7 to 24 seconds), permissive flash operations, and calculations for minimum arrival distance, bicycle clearance, walk speed, and pedestrian signal timing based on crossing distances measured in feet.
The project scope encompasses roadway widening, milling, resurfacing, raised curb median construction, sidewalk replacement, ADA curb ramp upgrades, signing and pavement marking upgrades, pedestrian crossing signal upgrades, and mast arm installation along Royal Palm Boulevard from east of University Drive to Riverside Drive. Funding sources include FHWA allocations through the Florida Department of Transportation and Broward County Transportation Surtax Funds. Vendors must submit responses electronically through BPRO by specified deadlines and are required to comply with County and State licensing requirements and bonding requirements. The solicitation emphasizes that while BPRO identifies required and optional submittal items, all documents are relevant to evaluation, and vendors are encouraged to provide comprehensive documentation for timely review.
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Text version
YELLOW INTERVAL (FDOT)
| YELLOW INTERVAL | |
| 25 | 3.4 |
| 30 | 3.7 |
| 35 | 4.0 |
| 40 | 4.4 |
| 45 | 4.8 |
| 50 | 5.1 |
| 55 | 5.5 |
| 60 | 5.9 |
| 65 | 6.0 |
| CONTROLLER TIMING | ||||||||
| Controller Phase | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 |
| Face Number | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 |
| Direction | EBL | WBT | SBL | NBT | WBL | EBT | NBL | SBT |
| Initial Green (Min.) | 4 | 12 | 4 | 6 | 4 | 12 | 4 | 6 |
| Vehicle Ext. Gap | 1.5 | 3.0 | 1.5 | 3.0 | 1.5 | 3.0 | 1.5 | 3.0 |
| Maximum Green I | 20 | 45 | 12 | 35 | 20 | 45 | 12 | 35 |
| Maximum Green II | ||||||||
| Yellow Clearance | 4.4 | 4.4 | 4.4 | 4.4 | 4.4 | 4.4 | 4.4 | 4.4 |
| All Red Clearance | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 | 2.0 |
| Phase Recall | OFF | MIN. | OFF | OFF | OFF | MIN. | OFF | OFF |
| Direction Delay | ||||||||
| Walk | 7 | 7 | 7 | 7 | ||||
| Ped. Clearance | 23 | 24 | 23 | 24 | ||||
| Permissive | ||||||||
| Flash Operation | YELLOW | RED | YELLOW | RED |
LPI_1042
| P2 | P4 | P6 | P8 | |
| ML (ft) | 23 | 20 | 19 | 15 |
| B (ft) | 9 | 7 | 9 | 8 |
| W (ft/sec) | 3.5 | 3.5 | 3.5 | 3.5 |
| PS (s) | 1.6 | 1.6 | 1.6 | 1.6 |
| LPI | 11 | 9 | 10 | 8 |
CONTROLLER TIMING REFERENCE TAB
| Controller Timing Reference Table | |||||||||
| Vehicle Movement | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | |
| Function | Approach Direction | EBL | SBT | WBT | NBT | SBL | NBT | NBL | EBT |
| Approach Posted Speed (MPH) | |||||||||
| All Red Distance (Feet) | |||||||||
| Yellow Clearance (Sec) | |||||||||
| All Red (Sec) | |||||||||
| Pedestrian Movement | |||||||||
| Function | Ped. Crossing Distance (Feet) | ||||||||
| Pedestrian Walk (Sec) | |||||||||
| Pedestrian Clearance Interval (Sec) |
File details come from the government source that posted it. Updated .