OBC 2006 › Division B
3.13.4.1.
Version 0 — in force 31 December 2006
This looks wrong
Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 3.13.4.1.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
This looks wrong
Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 3.13.4.1.
- Version
- v0
(1) This Regulation comes into force on December 31, 2006.
Read directly from the regulation's own commencement section.
O. Reg. 350/06 · commencement 2.2.1.1(1)
This version stayed in force until the next edition replaced it. What follows is that edition’s base regulation’s commencement — the takeover that ended this one.
(1) Subject to Sentences (2) and (3), this Regulation comes into force on January 1, 2014.
Read directly from the regulation's own commencement section.
O. Reg. 332/12 · commencement 4.4.1.1(1)
Provenance
OBC 1997 · renumbered from 3.12.4.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 3.13.4.1. — Pro
3.13.4.1. — Occupant Load
(1) The occupant load for public areas within a rapid transit station shall be,
(a) determined in conformance with this Subsection, and
(b) based on peak hour patronage as projected for design of the transit system.
(2) The platform occupant load for each platform in a rapid transit station shall be the greater of the a.m. or p.m. peak period loads calculated in accordance with Sentences (3) to (5).
(3) The a.m. and the p.m. peak period occupant loads for each platform shall be based on the simultaneous evacuation of the entraining load and the link load for that platform.
(4) The entraining load for each platform shall be the sum of the entraining loads for each track serving that platform and the entraining load for each track shall be based on the entraining load per train headway multiplied by,
(a) a factor of 1.3 to account for surges, and
(b) in the peak direction for each route, an additional factor of 2 to account for a missed headway.
(5) The link load for each platform shall be the sum of the link loads for each track serving that platform and, except as provided in Sentence (6), the link load for each track shall be based on the link load per train headway multiplied by,
(a) a factor of 1.3 to account for surges, and
(b) in the peak direction for each route, an additional factor of 2 to account for a missed headway.
(6) The maximum link load at each track shall be the maximum calculated train load.
Text · e-Laws consolidated snapshot
Provenance
OBC 1997 · renumbered from 3.12.4.1. — Pro
Base · O. Reg. 350/06 · ext← current
Original — base regulation
OBC 2012 · continues as 3.13.4.1. — Pro