OBC 2006 › Division B
9.3.1.7.
Version 1 — in force 1 January 2010
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- Edition
- OBC_2006
- Division
- B
- Provision
- 9.3.1.7.
- Version
- v1
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(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)
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Tell us what is wrong and we will verify & correct our mapping.
- Edition
- OBC_2006
- Division
- B
- Provision
- 9.3.1.7.
- Version
- v1
240. (1) Subject to subsections (2), (3), (4), (5), (6) and (7), this Regulation comes into force on the later of January 1, 2010 and the day this Regulation is filed.
Read directly from the regulation's own commencement section.
O. Reg. 503/09 · commencement 240(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 · continues from 9.3.1.7. — Pro
Base · O. Reg. 350/06 · ext v0 →
O. Reg. 503/09, cl. 130 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.3.1.7. — Pro
9.3.1.7. — Concrete Mixes
(1) For site-batched concrete, the concrete mixes described in Table 9.3.1.7. shall be considered acceptable if the ratio of water to cementing materials does not exceed,
(a) 0.45 for garage floors, carport floors and all exterior flatwork,
(b) 0.65 for interior floors other than those for garages and carports, and
(c) 0.70 for all other applications.
(2) The size of aggregate in unreinforced concrete mixes referred to in Sentence (1) shall not exceed,
(a) 1/5 the distance between the sides of vertical forms, or
(b) 1/3 the thickness of flatwork.
(1) A 40 kg bag of cement contains 28 L.
Text · e-Laws consolidated snapshot
Column 1 | Column 2 | Column 3 | Column 4 | Column 5 | Column 6 | Column 7 |
Maximum Size of Coarse Aggregate, mm | Materials, volume | |||||
Cement | Fine Aggregate (damp average coarse sand) | Coarse Aggregate (gravel or crushed stone) | ||||
Parts | L(1) | Parts | L | Parts | L | |
14 | 1 | 28 | 1.75 | 49 | 2 | 56 |
20 | 1 | 28 | 1.75 | 49 | 2.5 | 70 |
28 | 1 | 28 | 2 | 56 | 3 | 84 |
40 | 1 | 28 | 2 | 56 | 3.5 | 98 |
Notes to Table 9.3.1.7.:
Provenance
OBC 1997 · continues from 9.3.1.7. — Pro
Base · O. Reg. 350/06 · ext v0 → compare
O. Reg. 503/09, cl. 130 · ext ← current
In force 2010-01-01
OBC 2012 · continues as 9.3.1.7. — Pro