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PAD - LGED

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Annex 9: Design Summary of the Project Components<br />

Bangladesh: Second Rural Transport Improvement Project (P123828)<br />

ROAD DESIGN<br />

1. Information included in this Annex is based on <strong>LGED</strong>’s Consolidated Appraisal Report<br />

Document (February/ March 2012), particularly Chapter IV- Technical Aspects, Project Scope<br />

and Cost Analysis Document – which was prepared by <strong>LGED</strong>’s Project Preparation Consultants<br />

(PPC). This chapter includes information on design details and typical cross sections. The<br />

Report should be referred to for details and the information included in this Annex is for<br />

summary purposes only.<br />

Upazila Road (UZR) - Improvement<br />

2. Raising and Widening of Upazila Road Embankment. In general, horizontal alignment<br />

will be followed for the existing road to avoid existing structures and to save costs. However,<br />

some realignment may require elimination of sharp bends and/or bridge approaches. Vertical<br />

alignments will follow an embankment height of about 0.6m above ten-year flood level. The<br />

embankment side slopes will be one (vertical) to 1.5 (horizontal), or one (vertical) to two<br />

(horizontal). The following table shows the geometric dimensions of typical Upazila Roads:<br />

Table 9.1: Geometric Dimension of UZR<br />

Carriageway width<br />

3.7 m<br />

Total shoulder width (each side) 1.8 m<br />

Hard shoulder width (each side) 0.9 m<br />

Carriageway camber 3%<br />

Shoulder camber 5%<br />

Maximum gradient 3%<br />

Road crest width<br />

7.3 m<br />

3. A typical road cross section is shown in Chapter IV of <strong>LGED</strong>’s Consolidated Appraisal<br />

Report Document. It may often be necessary to modify the above standards to suit local<br />

conditions and to reduce costs. For example, in some villages the road shoulder width could be<br />

reduced due to the presence of buildings close to the road. In vertical alignment, in some cases,<br />

embankment height will be reduced from 0.6m above ten-year flood level to save buildings or to<br />

cut costs in consultation with <strong>LGED</strong>.<br />

Union Road (UR)<br />

4. Raising and Widening of Union Road Embankment. The same specifications and<br />

approaches used for raising and widening Upazila roads will be applied to Union roads. The<br />

following table shows the geometric dimensions of Upazila Roads:<br />

103

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