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SPRING COMMON AVE over MAHONING R PCRR FRONT ST

Map

Coordinates:
+41.10216, -80.65629
41°06'08" N, 80°39'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRING COMMON AVE over MAHONING R PCRR FRONT ST
Structure number:5058082
Location:Fifth and Federal
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:269.0 ft. [82.0 m]
Total length:431.1 ft. [131.4 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1949
Year reconstructed:2008
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Closed Grating [4]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,624 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,800,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodGoodSatisfactory862477.4
May 2017FairGoodGoodSatisfactory862477.4
December 2016GoodGoodGoodGood862477.4
December 2015GoodGoodGoodGood1460076.4
December 2014GoodGoodGoodGood1460083.7
December 2013GoodGoodGoodGood1460076.4
January 2013GoodGoodGoodGood1460076.4
December 2011GoodGoodGoodGood1460076.4
December 2010GoodVery GoodGoodGood1460082.7
December 2009GoodVery GoodGoodGood1460082.7
December 2008GoodVery GoodGoodGood1460083.7
November 2006FairFairFairSatisfactory1460070.2
December 2005FairFairFairSatisfactory1460070.2
May 2003PoorPoorFairSatisfactory1460068.1
October 2000FairFairFairSatisfactory1921070.6
November 1998FairSatisfactorySatisfactoryGood1921083.0
December 1996GoodGoodGoodGood1921083.0
December 1995GoodGoodGoodGood1921083.4
December 1994GoodGoodGoodGood1921083.4
October 1993GoodGoodGoodGood1921083.4
November 1992GoodGoodGoodGood1921083.4
December 1991GoodGoodGoodGood1921083.4