The west portal
This tunnel provides access to parkland that is trapped between the old railroad berm and the river, by tunneling under the berm. There is a loop here that simply sends traffic back under the bridge/tunnel. There is a restaurant and lodge on this side of the tunnel, and a pavilion, but there is no parking here. Just a loop.
According to the Shorewood Historical Society, the tunnel was used by an ice company that harvested ice from the river.
Photo taken by J.R. Manning in July 2007
BH Photo #110980
The structure is a rock-faced, coursed-ashler, sandstone bridge with 2 semicircular arches, perpendicular wing walls, and ornamental, triangular cutwaters on both faces of the central pier. Springing about 5 ft. above grade, the arches rise 7 ft. 6 inches over spans of 15 ft. Differences in stonework on the east and west elevations suggest that the bridge has been widened. The east elevation displays ring stones with a smooth, chamfered margin on the bottom edge; the keystone is elongated. In contrast, the west elevation makes no distinction between the keystone and the other ring stones, which are chamfered with a smooth margin on the intrados. The bridge's length, excluding wing walls, is about 24 ft.; its width about 97 ft. Although the bridge's width is sufficient to have accommodate multiple tracks, it now carries a single track, bordered on the east by a pedestrian walkway. [Note: The track is now gone, the right-of-way has been converted to a bike trail.]
Constructed by the Milwaukee, Lake Shore and Westerrn Railway Company, the bridge embodies a standard stone-arch plan favored by many American railroads during the last quarter of the nineteenth century. There are seven similar, stone-arch highway crossings in Wisconsin built by the Chicago & North Western [sic] Railway. The Milwaukee, Lake Shore and Western bridge differes from these primarily in its use of ornamental cutwaters and perpendicular (instead of flared) wing walls. These features make the design a significant, and architecturally interesting, variant of the standard, stone-arch, railroad bridge.
[Note: This document was prepared by Jeffrey A. Hess and Robert M. Frame III for the Wisconsin DOT. It is part of a project that was launched by the Wisconsin DOT in conjunction with the Federal Highway Administration. It was published by the Wisconsin DOT in 1986, in a report entitled Historic Highway Bridges in Wisconsin, Volume 1, on pages 103-108.]