Can anyone point me in the direction of any reference documents for using MOVA at an isolated, staggered Toucan crossing. The site I have in mind is unremarkable but at present is on a route with a 50mph limit. I hope to get this reduced to 40mph. The other factor is the proposed crossing is about 90m downstream from a roundabout visibility to the signal heads does however meet the standards. One worry I have at the site is the possibility of queues interfering with the roundabout leading to shunt type accidents. I seem to recall Mark Crabtree mentioned at last years symposium that MOVA works well at crossings but can't seem to find any notes. Any thoughts? Matthew Smith - Assistant Engineer Leicestershire County Council HT&WM | Engineering Services | Traffic Signals. Tel. 0116 265 | Fax. 0116 265 e-mail | masmith(at)leics.gov.uk _______________________________________________________________________ The contents of this message do not necessarily represent the opinions, views, policy or procedures of Leicestershire County Council. ----------------------------------------------------------- A message from the TCUG mailing list. For information about the list visit //www.freelists.org/webpage/tcug