... INVERNESS SLOCHD SUMMIT DALMAGARRY SCOTLAND Proc. Instn Ciu. Engrs, Part 1,1987,82, Oct.995-1005 9246 TRANSPORTATION ENGINEERING BOARD Concrete pavement onA9 trunk road : condition after 50 years K. H. LIVESEY, MSc, FICE, FIStructE* Introduction In March 1931 Major R. Brucepresented totheInstitution...

... Vlscodamper type V2 TU (Gerb) Fig. 2. Kaiserhain Bridge: cross-sectionof main girder and damper 182 KESSOCK B R I D G E 8742-5 2500 Viscodamper type (V2 TU (Gerb) J Fig. 3. Viscodamper, Kaiserhain Bridge 22. Because at Inverness a strong west wind with a wind speed of at least 50 km/h prevails and because...

...L CLEMENTS KESSOCK INVERNESS SCOTLAND FOYLE LONDONDERRY ULSTER BEAULY FIRTH KESSOCK BRIDGE FOYLE BRIDGE NORTHER © Thomas Telford and ICE 1984 SCOTTISH DEVELOPMENT DEPARTMENT BRIDGES DESIGN AND BUILD CONTRACTS MANAGEMENT PROPOSALS PLANNING PROBLEMS PROCEDURE...

... for the slightly longer-span Rees Bridge, the minimum plate thicknesses being increased from 24 mm to 60 mm and the maximum from 60 mm to 112 mm. It should be noted that the Rees bridge had been in successful service since 1967, carrying more traffic than was to be expected north of Inverness, and that such West...

... SELECTION PROJECTS CONDITIONS CONTRACTS SUPERSTRUCTURES ANALYSI KESSOCK INVERNESS BEAULY FIRTH SCOTLAND UK Proc. InstnCiv. Engrs, Part 1, 1984,76, Feb.,67-80 PAPER 8745 Kessock Bridge :Joint Engineers role A. A. CULLEN WALLACE, BSc, FIStructE, FICE, FWeldI* J. NISSEN, MSdEng),MSc...