Volume II - Kildare.ie
Volume II - Kildare.ie
Volume II - Kildare.ie
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N7 Naas Road Widening & Interchanges Scheme<br />
Most of the serious conflict points, which exist on the DM network, will be removed<br />
by the preferred scheme. This will resolve the problem of severe casualt<strong>ie</strong>s arising at<br />
the existing junctions along the N7, particularly at the uncontrolled at-grade<br />
crossings. The number of personal injury accidents per year, on the mainline links,<br />
will be reduced by at least 10% with the preferred scheme and even more scheme<br />
accident benefits will be ach<strong>ie</strong>ved at junctions, where an overall reduction of at least<br />
70% per year can be expected.<br />
A forecast of link and junction accident numbers was undertaken for opening year<br />
2005 and design year 2020, with and without the N7 scheme. Link accidents were<br />
calculated based on COBA10 rates per million vehicle kilometres and the SATURN<br />
peak hour traffic flows, factored to the level of annual average daily traffic (AADT)<br />
using 1999 ATC factors. The following COBA10 road type classifications were<br />
adopted:<br />
• Do minimum: older dual 2-lane all purpose carriageway (50mph), with accident<br />
Environmental Impact Statement 109<br />
June<br />
2001<br />
rate of 0.111 per million vehicle kilometres; and<br />
• Preferred Scheme B2: modern dual 3-lane carriageway (50mph), with hard strips,<br />
with accident rate of 0.100 per million vehicle kilometres.<br />
Junction accident numbers were estimated for the key intersections across the<br />
scheme network, based on COBA10 junction types and traffic inflow coeffic<strong>ie</strong>nts.<br />
Peak hour traffic flows were taken from the SATURN model and converted to AADT<br />
equivalents.<br />
Predicted link and junction accidents for the DM and preferred scheme B2 are shown<br />
in Table 9.1.3.3.<br />
<strong>Volume</strong> 2