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Method Statement of Walkway

This document outlines the typical sequence for constructing a walkway, which includes: 1) laying a 150mm thick crusher run base; 2) laying a 50mm thick lean concrete layer; 3) laying a 150mm thick concrete grade 25/20 slab base; 4) laying one layer of BRC A6 reinforcement; 5) laying a 30mm thick levelling cement screed; and 6) laying Tac Tile paving. It also describes laying the 150mm thick crusher run base layer by placing crushed aggregate in layers not exceeding 200mm thickness to the specified grade and compaction.

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Umaira Zainal
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1K views1 page

Method Statement of Walkway

This document outlines the typical sequence for constructing a walkway, which includes: 1) laying a 150mm thick crusher run base; 2) laying a 50mm thick lean concrete layer; 3) laying a 150mm thick concrete grade 25/20 slab base; 4) laying one layer of BRC A6 reinforcement; 5) laying a 30mm thick levelling cement screed; and 6) laying Tac Tile paving. It also describes laying the 150mm thick crusher run base layer by placing crushed aggregate in layers not exceeding 200mm thickness to the specified grade and compaction.

Uploaded by

Umaira Zainal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
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METHOD STATEMENT OF WALKWAY

Road Works Sequence of Work


Below is typical sequence that can be followed for doing the site construction of roads :-
1. Preparing & laying 150mm thick crusher run
2. Preparing & laying 50mm thick lean concrete
3. Preparing & Laying 150mm thick concrete grade 25/20 slab as base
4. Preparing & Laying 1 layer of BRC A6
5. Preparing & Laying 30mm thick levelling cement screed
6. Preparing & Laying ‘Tac Tile’

Laying 150mm thk Crusher Run


The crusher run road base to be placed on top of the sub base shall consisting of
crushed aggregate laid in layers each of thickness not exceeding 200mm and to give the
specified total compacted thickness and width, correct line and levels shown in road
construction drawings.
The material shall be crushed rock of hard durable particles or fragments of rock
crushed to the correct size, well graded and lie within the following grading limits specified in
the specification.
Care shall be taken to prevent segregation of the material into the coarse and fine
fractions.

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