Abstract
The Active Traffic Management (ATM) project on the M42 near Birmingham is one of the key and high profile pilot schemes for the Highways Agency (HA) in England. A key feature of ATM is the use of the hard shoulder between J3a and J7 together with variable mandatory speed limits during periods of peak demand (4L-VMSL). The performance of 4L-VMSL has been assessed against the case of three lane motorway with variable mandatory speed limits (3L-VMSL) and against the situation before the implementation of ATM (NOVSL). Based on a 6 month period of data the analysis has shown that: 3/4 4L-VMSL increases the observed capacity of the motorway by an average of 7% (compared to NOVSL) and 10% (compared to 3L-VMSL). 3/4 4L-VMSL reduces the average journey time during periods of recurrent congestion. 3/4 4LVMSL reduces the variability of journey times. On average over all weekdays the variability of journey times under 4L-VMSL has been reduced by 27% and 34% when compared to NO-VSL and 3L-VMSL respectively. This paper outlines the key results that have been obtained from the detailed analysis and identifies the lessons learnt from the evaluation of ATM. (8 pages)
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