Canton Viaduct - Design and Construction - Railroad Track

Railroad Track

During the 1993 deck renovation, two 18" deep troughs were discovered recessed into the granite deck stones running the entire length of the viaduct and spaced at standard gauge width (56½"). The troughs contained longitudinal baulks and were part of the original construction. The baulks supported the rails without the need for transoms as the gauge was maintained by the longitudinal troughs. This is the only known instance of transomless baulks recessed in granite slabs; the original tracks before and after the viaduct used baulks making the B&P originally a baulk railroad. A 1910 photo taken atop the viaduct shows dirt between the cross ties and tracks, so this material may have been used before traditional gravel ballast.

Baulks were used to support strap rails or bridge rail. These early rails would have been replaced with flanged T-rails by 1840. These photos show baulks at Canton Junction in 1871. An 1829 report from the Massachusetts Board of Directors of Internal Improvements describes how the railroad from Boston to Providence was to be built. The report states, "It consists of one pair of tracks composed of long blocks of granite, about one foot square, resting upon a foundation wall extending to the depth of 2½' below the surface of the ground, and 2' wide at the bottom". The report also calls for using horse drawn wagons and carriages at 3 MPH on the rail line, not steam locomotives.

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