History and Development of Steel Railway Bridges - Design of Modern Steel Railway Bridges - page 27

Poughkeepsie, NY Central New England — 1889 262.5 ∼ 160 ∼ 228 548

Hooghly, India East India Sir B. Leslie 1890 — — — —

Firth of Forth, Scotland ( Figure 1.14) North British Sir B. Baker and Sir J. Fowler 1890 680 680 350 1710

Pecos River Southern Pacific A. Bonzano 1891 — — — ∼ 200

Red Rock, CO — J.A.L. Waddell 1892 165 165 330 660

Callao, Peru Lima and Oroya L.L. Buck ∼ 1892 — — — 265

Cernavoda, Romania — — ∼ 1892 233.5 164 295 623

Memphis, TN — G.S. Morison 1892 226 and 310 170 450 790.5

Ottawa, ON Canadian Pacific G.H. Duggan 1900 247 123.5 308 555

Loch Etive, Scotland — Sir J.W. Barry 1903 139.5 146 232 524

Pittsburgh, PA Wabash — 1904 346 226 360 812

Mingo Junction, OH Wabash — 1904 298 — — 700

Thebes, IL — A. Noble and R. Modjeski 1905 260.5 (1/2 of span) 152.5 366 671

Blackwell's Island (Queensboro), NY City of NewYork (light rail) G. Lindenthal 1907 469.5 and 630 591 0 1182

Khushalgarth, India — Rendel and Robertson 1908 — — — —

Westerburg, Prussia Prussian State — 1908 — — 110 —

Daumer Bridge, China Yunnan — 1909 123 90 168 348

Beaver, PA Pittsburgh and Lake Erie — 1910 320 242 285 769

Quebec, QC ( Figure 1.15) Canadian Government T. Cooper and G.H. Duggan 1917 515 580 640 1800