Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
Quality Assurance Handbook for Rural Roads Volume-I - pmgsy
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1300: PROTECTION WORKS AND DRAINAGE<br />
A. Methodology<br />
General<br />
181<br />
<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />
In this section, the construction and quality control aspects of aprons, pitching on slopes, masonry<br />
flooring over cement concrete bedding, curtain wall besides chute, roadside and hill drains have been<br />
dealt with.<br />
A-1 Apron<br />
1. Keep the length of apron not less than twice the depth of curtain wall.<br />
2. Level the surface on which the apron is to be laid and prepare <strong>for</strong> the length and width as shown<br />
on drawings. In case the surface is below low water level, raise the ground level by dumping<br />
earth, moorum, brick bats, stones, etc., so that apron can be laid thereon.<br />
3. Provide flexible apron beyond curtain walls <strong>for</strong> a minimum distance of 3 m on upstream side and<br />
6 m on downstream side unless specified otherwise.<br />
4. For regular and orderly disposition of stone in apron, build template cross walls in dry masonry,<br />
of about 1 m thickness and full height specified at 30 m intervals all along the length. Hand pack<br />
stone within these walls.<br />
5. Use wire crates of galvanized steel wire of 4 mm dia with apertures not less than 150 mm.<br />
6. Use insitu built wire-crates of size 2 m x 1 m x 0.3 m to 7.5 m x 3 m x 0.6 m and securely stay at 1.5<br />
m intervals or less.<br />
7. Place the crates in position be<strong>for</strong>e filling in boulders.<br />
A-2 Pitching on Slopes<br />
1. Use quarry stone of minimum 225 mm thickness or 30 kg as pitching or as specified, and spalls of<br />
minimum 25 mm size to fill the voids. Alternatively PCC blocks of 190 x 190 x 225 mm size<br />
(minimum) in M15 Concrete can be used <strong>for</strong> pitching.<br />
2. Provide one or two layers of graded materials (filter medium) of 150 mm thick or as specified<br />
under the pitching to drain off the seepage water and prevent erosion of base material.<br />
3. Trim the sides of banks to the required slope and provide be<strong>for</strong>e laying the pitching. Fill the<br />
depressions and thoroughly compact be<strong>for</strong>e hand.<br />
4. Start the lowest course of pitching from the toe wall and build courses upwards. Use either dry<br />
rubble or brick masonry <strong>for</strong> toe wall.<br />
5. Use dry masonry, when two or more layers of stones are to be laid to obtain design thickness of<br />
pitching and bond the stones well. Template cross walls in dry masonry can be built, as done <strong>for</strong><br />
aprons.<br />
6. When bricks are to be laid in more than one layer, ensure proper bonding the adjacent layers by<br />
means of sufficient number of pin headers extending from one layer to the other.