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allegorical carving from Allegheny County Office Building; 1929-31; Stanley L. Roush, architect

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ALLEGHENY
COUNTY,
PENNSYLVANIA

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Home > All By Location regional map > Pittsburgh West > Ohio River Boulevard over Jacks Run
photo of bridge
View southeast toward Ohio River
More detail photos
OFFICIAL NAME:

OTHER DESIGNATION:
Ohio River Boulevard over Jacks Run

LOCATION:
Bellevue - Pittsburgh

USGS 7.5" Topo Quad - UTM Coordinates:
Pittsburgh West - Zone 17; 0580 4481


CARRIES:
Ohio River Boulevard [PA65]

BETWEEN:
-- Watson Av (Bellevue)
-- Millerton Av (Pittsburgh)

CROSSES:
-- Jacks Run
-- Farragut St (closed)


TYPE OF CONSTRUCTION / DESIGN:
Deck welded steel I-beam on concrete piers

LENGTH OF MAIN SPAN:
western: 264 ft est; center: 290 ft est; eastern: 200 ft est

TOTAL LENGTH (including longest elevated ramp):
754 ft

HEIGHT OF DECK:
160 ft est

YEAR ERECTED / ENGINEER:
1984, PennDOT


ADDITIONAL INFO:
Replaced the 1930 structure, a deck open spandrel concrete arch, which had been built by Allegheny County as part of Ohio River Boulevard. The original bridge was one of the largest of its kind when constructed: center span of 400 feet with a clearance of 370 feet between abutments and a total length of 802 feet.

Mounted on the fence at the southwestern end of the bridge:

PITTSBURGH
OUTSTANDING CIVIL ENGINEERING ACHIEVEMENT AWARD
1985

{logo} American Society of Civil Engineers - Founded 1852

JACKS RUN BRIDGE - ROUTE 65 - ALLEGHENY COUNTY

COMMONWEALTH OF PENNSYLVANIA
DEPARTMENT OF TRANSPORTATION

Presented by the Pittsburgh Section, ASCE

Abstract of a feature article
Civil Engineering -- ASCE, Vol. 55, No. 7, July 1985, pp. 56-57:

"Jacks Run Bridge had to be rebuilt in one year instead of the usual two to three. So the Pennsylvania Department of Transportation spearheaded the quickest replacement of a major bridge in the state's history. Building the new structure on the existing alignment eliminated major right of way and environmental impact negotiations. Other hallmarks of the fast track design and construction included speeding design time to 30 days, squeezing bidding for a contractor to 12 days and contracting for winter construction. The three-span plate girder bridge carries four traffic lanes and a 5 ft pedestrian walkway. Two piers, 182 and 142 ft high, carry the bridge above Jacks Run."


FIELD CHECKED:
17-Aug-2004

INFO SOURCES:
field check


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Introduction -- Nearby Structures

Last modified on 14-Oct-2004
copyright 1997-2004 Bruce S. Cridlebaugh