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5361- Kilmainhamwood Compost Facility Extension- EIS<br />

13.5 ROAD IMPACT<br />

13.5.1 Junction Analysis<br />

Figure 13.15 2025 PM Peak Baseflow + Generated Traffic Flows<br />

13.5.1.1 Introduction and Methodology<br />

The junction analysed is the existing Kilmainhamwood Compost <strong>facility</strong> entrance onto the R162. This<br />

junction is a priority junction and has been analysed using the Transport Research Laboratory (TRL)<br />

computer program PICADY, a widely accepted tool used for the analysis of priority junctions.<br />

For inspection purposes only.<br />

Consent of copyright owner required for any other use.<br />

The key parameters examined in the results of the analysis are the Ratio of Flow to Capacity Value<br />

(RFC value – desirable value should be no greater than 0.85 for PICADY, values over 1.00 indicate the<br />

approach arm is at over capacity), the maximum queue length on any approach to the junction and the<br />

average delay for each vehicle passing through the junction during the modelled period.<br />

PICADY requires the following input data:<br />

• Basic modelling parameters (usually peak hour traffic counts synthesised over a 90 minute<br />

model period)<br />

• Geometric parameters (including lane numbers & widths, visibility, storage provision etc)<br />

• Traffic demand data (usually peak hour origin/destination table with composition of heavy goods<br />

vehicles input).<br />

188<br />

EPA Export 01-06-2010:03:56:01

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