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Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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1700. TRAFFIC SIGNS AND MARKINGS<br />

A. Methodology<br />

I Traffic Signs<br />

225<br />

<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />

1. The colour, configuration, size, location and dimensions of different road signs shall be in<br />

con<strong>for</strong>mity with the Code of Practice <strong>for</strong> Road Signs IRC: 67. The language of inscription and font<br />

<strong>for</strong> in<strong>for</strong>matory signs shall also be in con<strong>for</strong>mity with the Code of Practice <strong>for</strong> Road Signs IRC: 67.<br />

2. Signs shall be semi-reflective, fixed over mild steel sheeting duly stove enameled in white colour<br />

in front and grey colour on the back, red engineering grade tape on borders and required message<br />

in non-reflective black sheeting of Engineering grade tape.<br />

3. Road signs, in particular, the cautionary/ warning and mandatory/ regulatory signs in the<br />

approaches to level crossings or narrow bridges may be reflectroised using luminous paints or<br />

other similar reflective material.<br />

4. It is desirable that cautionary/ warning and mandatory signs are fabricated through the process<br />

of screen-printing. In other cases, signs may have inscription/message having cut letters of nonreflective<br />

black sheeting which shall be bonded well with the base sheeting.<br />

5. The in<strong>for</strong>matory signs on PMGSY roads shall have prescribed diamond type logo (600 mm x 600<br />

mm) of Pradhan Mantri Gram Sadak Yojana on top of sign board.<br />

6. Concrete <strong>for</strong> footings shall be of minimum M15 grade. Rein<strong>for</strong>cing steel shall con<strong>for</strong>m to the<br />

requirements of IS:1786. High strength bolts, nuts and washers shall con<strong>for</strong>m to IS:1367. Plates<br />

and support sections shall con<strong>for</strong>m to IS:2062.<br />

7. Sign posts, their foundations and sign mountings should be so constructed as to hold them in a<br />

proper position against normal wind loads or displacement by vandalism.<br />

8. Normally signs with an area upto 0.90 sqm can be mounted on a single post and <strong>for</strong> greater area<br />

two or more supports shall be provided.<br />

9. Sign supports may be of mild steel (MS), rein<strong>for</strong>ced concrete (RC) or galvanized iron (GI). The<br />

post ends should be firmly fixed to the ground.<br />

10. The signs and supports, except the reflectorised portion and GI posts, shall be thoroughly descaled,<br />

cleaned, primed and painted with two coats of epoxy paint. The portion of mild steel post<br />

below ground should be painted with three coats of red lead paint.<br />

11. The signs should be fixed to the MS posts by welding and to the RC or GI posts by bolts and<br />

washers. After the nuts have been tightened, the tails of the bolts should be furred over with a<br />

hammer to prevent removal.<br />

12. The extreme edge of the Road Sign adjacent to the highway should be at a distance of atleast 2.0 m<br />

from the edge of the carriageway. In no case any part of the Road Sign shall come in the way of<br />

vehicular traffic.<br />

13. The lowest edge of Road Sign shall not be less than 2.0 m above the crown of pavement.

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