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VISIONARY TECHNOLOGY: Presented jointly to Jay Schiffman of Farmington Hills, Michigan, crack inventor of AutoVision, an image projection device that makes it possible to drive a car and watch television at the same time, and to the Michigan state legislature, for making it legal to do so. REFERENCE: US patent #5061996A.

Finishing steps complete, I reinstalled the engine and RC gear, and reassembled all of the accessories, and after nearly 35 years and an overnight charge of the RC system, my Stinger 120 finally made its maiden flight.

Hangers can be either terminated inside the arch or below it. This is a preference decision as there are pros and cons for both. Internal connections will be neatest, but requires installation and subsequent inspection and maintenance inside a confined space (assuming it is large enough to enter). External connections will require specialist access equipment such as cherry pickers, use of which may involve unacceptable disruption to traffic.

Some useful guidance on this subject is available[5].The construction sequence of the whole bridge and especially the concrete deck needs careful consideration to ensure compatibility with design assumptions. A concrete deck may need to be cast in longitudinal strips to avoid critical half span loading cases.To minimise the above difficulties precast concrete panels may be used, stitching them together once they have all been installed. Nevertheless, careful detailing will be required to produce a trouble free design.

The arch may present many more challenges, which will be strongly influenced by the erection procedure. If sizeable lengths are lifted and joined to other sections, their self weight deflection may be significant. The 60m long central section of the Usk Bridge deflected about 250 mm when it was lifted and supported for splicing by its ends. Also its ends kicked out by some 40 mm. Other parts of the erection sequence will contribute deflections to the whole arch, such as installation of hangers, deck concrete, finishes etc. If the arch is inclined, then in-plane and out-of-plane components will need to be resolved. Finally, overall length compatibility must be maintained to correspond with the tie beam extension.

To maintain squareness, the fabricator may wish to add ring frames at the ends of the fabricated sections.Butt welds may be required to join arch and tie beam units together. When used in the arch careful design and welding sequence may be required as there is often high restraint leading to the possibility of weld cracking. Again, advice may be sought from a fabricator. 2b1af7f3a8