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Ashland Avenue Sanitary and Ship Canal Bridge

Ashland Avenue Sanitary and Ship Canal Bridge



Bridge Documented: August 12, 2006 and June 28, 2011

Primary Photographer(s): Nathan Holth

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Key Facts
Bridge Name Facility Carried / Feature Intersected Location Structure Type Construction Date and Builder/Engineer
Ashland Avenue Sanitary and Ship Canal Bridge
Ashland Avenue Over Chicago Sanitary and Ship Canal Chicago: Cook County, Illinois Metal Rivet-Connected Pratt Pony Truss, Movable: Bascule (Fixed Trunnion) and Approach Spans: Metal Stringer (Multi-Beam), Fixed 1938 By Builder/Contractor: Ketler-Elliott Company of Chicago, Illinois and Engineer/Design: City of Chicago
Technical Facts
Main Span Length Structure Length Roadway Width Main Spans Approach Spans NBI Number
225 Feet (68.6 Meters) 312 Feet (95 Meters) 57 Feet (17.4 Meters) 1 4 16600326842

Historic Significance Rating (HSR)

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

View A Historical Article About The Previous Bridge At This Location

Photo Credit: Patrick Hynes

This is rare example... indeed one of only three... examples of very wide pony truss bascule bridges in Chicago that feature three pony truss lines to carry a wide roadway. This bridge was built in 1938, with the superstructure contractor being the Ketler-Elliot Company, the the substructure contractor being Fitzsimons and Connell Dredge and Dock. This bridge is also associated with depression-related funding, and this is shown by the Federal Emergency Administration of Public Works label on the plaque. The design composed of three truss lines combined with original, handsomely decorated bridgetender buildings, as well as the Depression funded nature of the bridge make this structure stand out as one of the most historically and technologically significant highway bridges on the Sanitary and Ship Canal.

This bridge still operates for boats, thanks to the Chicago Yacht Yard, which is located along the canal on the west side of Ashland Street. Moving southwest down the canal, the bridge is also the final bridge that still operates for boats. It is interesting to note that if the yacht yard were located on the other side of the road, this bridge would likely no longer lift.

Carnegie Steel marks are found on some of this bridge's steel indicating the source of at least some of the steel used in this bridge.

Main Plaque

SO. ASHLAND AVE. BRIDGE

FEDERAL EMERGENCY ADMINISTRATION
OF PUBLIC WORKS
PROJECT - ILLINOIS - 1170

CITY OF CHICAGO
1938

EDWARD J. KELLY
MAYOR

OSCAR E. HEWITT
COMMISSIONER OF PUBLIC WORKS

JOHN O. WILSON
DEPUTY COMMISSIONER OF PUBLIC WORKS

LORAN D. GAYTON
CITY ENGINEER


THOMAS G. PIHLFELDT
ENGINEER OF BRIDGES

CLARENCE S. ROWE
ENG. OF BRIDGE CONSTRUCTION
DONALD N. BECKER
ENGINEER OF BRIDGE DESIGN

CARL D. JOHNSON
RESIDENT ENGINEER

CHICAGO PLAN COMMISSION

A. A. SPRAGUE    CHAIRMAN

MICHAEL ZIMMER JOHN WENTWORTH
VICE-CHAIRMEN

HUGH E. YOUNG    CHIEF ENGINEER

CONTRACTORS

THE KETLER-ELLIOTT CO.

FITZ SIMMONS AND CONNELL DREDGE AND DOCK
THE OVERLAND CONST' CO. MID WEST CONST' CORP

GARDEN CITY ENGINEERING CO.

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