... ANTI CRACK DESIGN INSPECTION DEFLECTOMETERS RESIDUAL STRENGTH MOVEMENT MIX CARPETS INSTRUMENTATION FRICTION TEXTURE AIRCRAFT VENEER CONSTRUCTION PLANNING Proc. fnstn Cio. Engrs, Part 1, 1991,90, June, 575-586 PAPER 9607 Runway resurfacing experiences AIRPORTSPANEL G .E. AUSTIN, MICE...

... TECHNOLOGY TEXTURE MACROTEXTURE DEPTH MICROTEXTURE ACCIDENTS SKIDS RESISTANCE SKIDDING TYRES SPRAY PROBLEMS CORRELATION TREADS Proc. Instn Ciu. Engrs, Part 1,1989,86, June, 585-588 INFORMATLRFOADRNRIUSOPCMAOUDRSTSION Road-vehicle interface:trade-offs forsafety and environment D. HOLMES* M...

... surface texture depth of not less than 1.0mm. The length of a runway end safety area should extend to as great a distance as was technically feasible and economically reasonable, butnot less than 90 m beyond strip end (the UK might adopt a lesser minimum for short instrument runways where the code number...

...GE BROADHEAD; JHD ROBSON; GW KING Proc. Instn Civ.Engrs, Part 1, 1980, 6 8 , May, 339-341 INFORMALDISCUSSION Aggregates and mixtures including texture and skidding resistance introduced by G . E. Broadhead, BSc(Eng), MICE, and J. H. D. Robson, MICE reported by G . W. King, MICE Mr Broadhead dealt...

..., particularly for those of us who are concerned with the standards of skidding-resistance. Thirty years ago the top speed of most vehicles was 60-70 mile/h, but now this is the average cruising speed easily attained by the kind of vehicle on our motorways. What may have been a satisfactory texture some yearsago...

...GF SALT; TRRL TRRL TRANSPORT AND ROAD RESEARCH LABORATORY UK SKIDS SURFACES NOISE DEEP SPEED BRAKING VEHICLES BITUMINOUS RESISTANCE LINEAR METHODS DEPTH TRAFFIC RESISTANT TYRES TEXTURE FORCES GROOVED POLICIES WET ACCIDENTS MACROTEXTURE ROADS SURFACING COARSE...

... PRETENSIONED BEAMS TROUGHS DECKS SPANS SURFACE CONSTRUCTION COSTS BEARINGS EXPANSION ROADS UNDERBRIDGES T BEAMS IN SITU POST TENSIONED SUPPORTS PIERS TEXTURE KENT UK 7652 Eighty highway bridges in Kent The Paper deals with80 of the highway bridges built in Kent between 1963...

... the behaviour offivebase materials (wet-mix slag, lean concrete, soil cement, open-textured tarmacadam, and rolled asphalt) is being comparedunder rolled-asphalt and open-textured bitumen-macadam surfacings. All the flexiblesections have a sub-base of single-size finesand. For the concrete pavements...

... RUPTURES COMPRESSION BEAMS BALLISTICS PENDULUMS ENERGY ABSORPTION OPC ORDINARY PORTLAND SUPERSULPHATES COMPRESSIVE HAC HIGH ALUMINA HIGH ALUMINA SHAPE SURFACE TEXTURE APPARATUS MIXES Paper No. 6769* IMPACT STRENGTH OF CONCRETE by Hany Green, A.M.1.Mech.E. D.S.I.R., Building Research...

...C G GILES; H S ANDREW; C F ARMSTRONG; V E GOUGH; L C HOPKINS; A J H CLAYTON; R J SMEED; RRL; M GILES © Thomas Telford and ICE 1957 ROAD RESEARCH LABORATORY RRL ROADS SKIDDING RESISTANCE MODERN TRAFFIC SURFACES TEXTURE COEFFICIENTS SIDEWAY FORCES AGGREGATES MATERIALS...

... in the type of road surfacing material. It would be interesting if the Author could give some further details on the question of texture and colour. In Fig. 9 the two surfaces were a smooth light concrete and a rough dark surface dressing. Dr Lee s interpretation of what the Author had said was that colour...