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BOC Immingham Dissolved Acetylene Project Environmental Statement: Vol. 2 Main Text Sensitivity of Receptor Table 12.6 Significance of Impacts Magnitude High Medium Low Negligible High Major Moderate Moderate Minor Not significant Medium Moderate Moderate Minor Minor Not significant Low Moderate Minor Minor Not significant Not significant Baseline Description 12.36 This section provides a baseline description of the local environment, receptors and their sensitivity. The assessment area comprises of Hobson Way, Kiln Lane, the A1173 and the A180. Baseline Surveys 12.37 Nationwide Data Collection was commissioned to undertake MCCs, ATCs and queue length surveys during May 2011. The MCC and queue length surveys were undertaken on Tuesday 10 th May encompassing the AM and PM periods 07:00 to 10:00 and 15:30 to 18:30 respectively. The ATC surveys were carried out between Friday 6 th May and Tuesday 24 th May. 12.38 MCCs and queue length surveys were undertaken at the following six sites across the immediate local highway network: � junction 1 A180 A1173; � junction 2 A1173 Kiln Lane; � junction 3 Kiln Lane <strong>North</strong> Moss Lane Trondheim Way; � junction 4 Kiln Lane Laporte Road Hobson Way; � junction 5 Hobson Way Existing BOC Access; and � junction 6 Hobson Way South Marsh Road. 12.39 The three ATCs were placed at the following locations: � Hobson Way; � Kiln Lane; and � the A1173 12.40 The TRADS system (the online traffic information database supplied by the HA) was used to obtain traffic flow information for the A180 as follows: � A180 (westbound) Site 8852/1; and � A180 (eastbound) Site 8851/1. Road Safety 12.41 Accidents occurring along the A180, the A1173, Kiln Lane as well as Hobson Way over the three year period from 1 st March 2007 to 28 th February 2011 are illustrated in Table 12.7, Table 12.8 and Table 12.9 respectively. 5100935.404 Environmental Statement August 2011 212
BOC Immingham Dissolved Acetylene Project Environmental Statement: Vol. 2 Main Text Table 12.7 Number of Accidents A180 (Route A) Location Number of Casualties Number of Accidents Slight Serious Fatal Total A180 (westbound) 3 0 0 3 2 A180 (eastbound) 3 0 0 3 1 Total 6 0 0 6 3 Table 12.8 Number of Accidents A1173 (Route B) Location Number of Casualties Number of Accidents Slight Serious Fatal Total A1173 (between the A180 and Kiln Lane) 1 1 0 2 2 A1173 Kiln Lane roundabout 1 0 0 1 1 Total 2 1 0 3 3 Table 12.9 Number of Accidents Kiln Lane Hobson Way (Route C) Location Number of Casualties Number of Accidents Slight Serious Fatal Total Kiln Lane 3 0 0 3 3 Kiln Lane Hobson Way roundabout 1 0 0 1 1 Hobson Way 0 0 0 0 0 Total 4 0 0 4 4 12.42 The calculated accident rate for the study area, as compared against the national average accident rate, for each designated road type is provided in Table 12.10. Table 12.10 Comparison to National Average Accident Rates Route Name Calculated Accident Rate (PIA/mvkm) a National Average Accident Rate (PIA/mvkm) DMRB Road Type Classification A180 (westbound) 0.100 0.131 Modern D2 Roads with HS (50 60 70 mph) A180 (eastbound) 0.050 0.131 Modern D2 Roads with HS (50 60 70 mph) A1173 0.104 0.293 Modern S2 Roads (50 60 70 mph) Kiln Lane Hobson Way 0.209 0.844 Other S2 Roads (30 40 mph) Table Notes: a personal injury accidents (PIA) per million vehicle kilometres (mvkm) 5100935.404 Environmental Statement August 2011 213
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