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![]() Southwest Transit Project Chicago, Illinois |
Southwest
Transit Project Chicago, Illinois Aerial Line Section 104 Contract SW 104 includes the design of that portion of the Southwest Transit Project from Station 133 + 00 to Station 162 + 00. This contact is an elevated line section. The aerial structure passes twice over the new yard tracks between Stations 142 + 00 and 146 + 50, W. 55th Street is crossed at Station 147 + 00 (approximate). The stucture crosses existing railroad tracks near 55th Street and again at S. Kilbourn Avenue. Aside from several easements, the transit alignment occupies Belt Railway of Chicago right-of-way from Station 147 + 50 (approximate) to Station 162 + 00. This project is in association with Metcalf & Eddy. Inc. |
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| Southwest
Transit Project Chicago, Illinois Aerial Line, Section 106 The City of Chicago, Department of Public Works (DPW), will implement a transit line from downtown Chicago to Midway Airport. The Southwest Transit Project (WTP) will include aerial and at grade stations, aerial and at grade line, a yard and maintenance facility, and appurtenant facilities. For the most part, it will occupy existing railroad right of way. Contract SW-106 includes the design of that portion of the Southwest Transit Project from Station 205 + 00 to Station 248 + 00. This contract includes an elevated line section which occupies right- of-way of the Belt Railway of Chicago (BRC), follows a large radius curve east where it parallels 49th Street and occupies Atchison, Topeka and Santa Fe (ATSF), Grand Truck Western (GTW), and Conrail Right-of way. Modifications to existing rail operations will be necessary, including the removal and rerouting of three existing tracks. This project is in association with HNTB. |
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| TRANSIT BRIDGES - DESIGN |
Colma, California F. E. Jordan Associates, Inc. in joint venture, was retained to design the Colma Extension Line Civil and Structure Facilities as the first leg of the extension of BART to the San Francisco Airport. Part of this $40 million project is the design of a major transit bridge over State Roupte 82. This bridge is a three-span trapezoidal-shaped, continuous cast-in-place prestressed box girder bridge supported on excessively skewed column bents on pile footings. Spans are 1 08,11 0 and 113 feet. This project was designed for the San Francisco Bay Area Rapid Transit District (BART). |
Daly City, California Retained by the Bay Area Rapid Transit System to design intermodal facilities to facilitate pedestrian and vehicle access, F. E. Jordan Associates, Inc., in joint venture developed a combination of reinforced concrete and structural steel design for a pedestrian bridge, pedestrian tunnel, access structure, police reporting station and canopy structures. The 51 foot single-span pedestrian bridge is a channel-shaped reinforced concrete structure with steel structure roofing, supported on existing retaining wall with modified footing on one end and new abutment on another end. |
San Francisco, California A feasibility study and preliminary engineering of the extension of the San Francisco Bay Area Rapid Transit System from Market Street in downtown San Francisco out the Geary Street corridor to the Pacific Ocean. F. E. Jordan Associates was part of the team involved in the preliminary design of the major aerial structures as well as environmental and economic impact studies. |
San Mateo, California The firm was part of a team led by PBTB to perform a feasibility study and preliminary engineering of the extension of the San Francisco Bay Area Rapid Transit System from Daly City to the San Francisco International Airport. As part of the consultant's team, the firm was responsible for a portion of the study that included all the preliminary structural engineering on the aerial structures, cut and cover tunnels, stations and other facilities. The proposed extension will be approximately eight miles long with three stations, at an estimated cost of more than $200 million. |
| ©1998
F.E.
Jordan Associates, Inc. 90 New Montgomery Street, Suite 1320 · San Francisco, CA · (415) 243-9080 |
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