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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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.