Proceedings of the Annual Convention 19 (1918)

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Outside edge, top flange, north girder 17% Outside edge, top flange, south girder 15% Inside edge, top flange, south girder 14% Dcflectometer results ] 5% 100 Ft. Span Pony Truss.
19 Tests, maximum speed 68 m.p.h.
Inside edge bottom flange, inclined end post. 5% Inside edge, top flange, main diagonal.... 13% 784 IRON AND STEEL STRUCTURES.
i. Records imperfect at high speeds.
Inside edge, top flange, top chord 23% Outside edge, top flange, top chord 11% Deflectomcter results 9% 210 Ft. Deck Trus
...s Span.
ig Tests, maxinium speed 53 m.p.h.
Inside edge, main diagonal 9^2% Outside edge, main diagonal 1 1 % Inside edge, top flange, bottom chord 11% Inside edge, bottom flange, end post 11% 240 Ft. Deck Truss Span.
12 Tests, maxiiimni speed 60 m.p.h.
Outside edge, top flange, top chord 9% West edge, bottom flange, 2nd floor beam from end 3% East edge, bottom flange, . 2nd floor lieam from end 1 7% Viaduct.
An effort was made to determine the efifect of applying brakes to the train when crossing at a maximum speed of about 45 m.p.h.


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