SR 1022 over SR 1030, 2 R/R, MON RIV

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+40.18412, -79.85310
40°11'03" N, 79°51'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1022 over SR 1030, 2 R/R, MON RIV
Structure number:000000000034828
Old structure number:621022001000360 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:518.1 ft. [157.9 m]
Total length:1547.0 ft. [471.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:9.8 ft. [3.0 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:State Highway Agency [01]
Year built:1908
Year reconstructed:1986
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2013

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:3,044 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$21,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2013PoorPoor-Serious30442.0
April 2012PoorPoor-Serious30932.0
April 2011PoorPoor-Serious30932.0
November 2009PoorPoorCriticalSerious32522.0
April 2009PoorPoorPoorFair32522.0
April 2008PoorFairPoorFair32523.0
March 2006PoorFairPoorFair33803.0
March 2005PoorFairPoorFair33474.0
July 2003PoorFairPoorFair32810.0
August 2002PoorFairPoorFair32810.0
October 2001PoorSatisfactoryPoorFair41370.0
November 1999PoorSatisfactoryPoorFair40643.0
August 1998PoorSatisfactoryPoorFair39843.0
October 1997PoorSatisfactoryPoorFair39843.0
October 1995PoorSatisfactoryPoorFair31491.0
January 1995PoorSatisfactoryPoorFair31491.0
October 1993PoorSatisfactoryPoorFair158451.0