... system, so that the four tracks could be brought straight up from Wynyard Station along the line of the roadway approach to the bridge, the roadway, 57 feet wide, being placed inthe centre.There could be no doubtthatthe symmetricalarrangement of roadway, railways and footways on the bridge was byfarthe...

...A B BRADY © Thomas Telford and ICE 1903 BRIDGES RIVERS GIRDERS FLOODS ABUTMENTS DAMAGE IRON TIMBER CONCRETE PIERS BENDS SUPERSTRUCTURES BEARINGS ERECTION TRAMWAYS FOOTWAYS COSTS RAISING MASONRY APPROACHES PORTLAND CEMENT MILD STEEL BRISBANE QUEENSLAND...

...W C COPPERTHWAITE © Thomas Telford and ICE 1902 LONDON COUNTY COUNCIL J COCHRANE FOOTWAYS TUNNELS RIVERS FERRIES LEGISLATION SUBWAYS SHAFTS CAISSONS ERECTION SINKING LININGS SHIELDS TUNNELLING COMPRESSED AIR PURIFICATION SUBAQUEOUS UNDERWATER CARBONIC ACID...

...G E CRUTTWELL © Thomas Telford and ICE 1897 SIR WILLIAM ARROL BRIDGES TOWERS SUPERSTRUCTURES ERECTION STEELWORK MASONRY FOOTWAYS GIRDERS TIES ROCKERS SUSPENSION CHAINS OPENINGS BRICKWORK RIVERS CONSTRUCTION ABUTMENTS COLUMNS RODS ANCHORS SPANS BASCULE METALS...

...C H COOPER © Thomas Telford and ICE 1895 FOOTWAYS LAYING FOOTPATHS KERBS FOUNDATIONS CONCRETE PAVING PAVEMENTS BRICKS TAR MATERIALS 208 COOPER ON FOOT-WAYS. [Selected (Paper No. 2871.) (Abridged.) Foot-ways. By CHARLESHAMLECTOOPERA,ssoc. ill. Inst. C.E. THErepair of foot...

...G H STAYTON WOOD PAVEMENTS ROADS CONSTRUCTION EXCAVATIONS LEVELS FOUNDATIONS CEMENT CONCRETE TIMBER BLOCKS LAYING JOINTS COSTS MAINTENANCE DURABILITY CARRIAGEWAYS MILEAGE STREETS CITIES MACADAM FOOTWAYS WEAR PAVING MATERIALS LONDON ENGLAND UK 240 STAYTON...

...J W BARRY © Thomas Telford and ICE 1868 RAILWAYS EXTENSIONS TERMINUS BRIDGES RIVERS PIERS ABUTMENTS STAGING CAST IRON CYLINDERS SINKING WEIGHTING TESTING TESTS BEDS PLATES GIRDERS FLOORING STRUTTING FOOTWAYS COSTS SIGNALS STATIONS SUBSTRUCTURES WALLS ROOFS GABLES...

... FOOTWAYS CARRIAGEWAYS WEIGHT ACTION MONTROSE SCOTLAND ESK UK © Thomas Telford and ICE 1841 122 RJv.Cubitt. Mr. Cubitt accorded greatmerit to Mr. Colthurst for the experimenta,whichhaddetermined the question as regarded rectangalar beams. It appeared that noattempthad been madeto...