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W. NORTH BROADWAY over OLENT.RV(W.N.BROADWAY)

Map

Coordinates:
+40.03167, -83.02333
40°01'54" N, 83°01'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W. NORTH BROADWAY over OLENT.RV(W.N.BROADWAY)
Structure number:2531496
Location:0.5 MI WEST OF HIGH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:101.1 ft. [30.8 m]
Total length:452.1 ft. [137.8 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1939
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,040 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201697.9GoodVery GoodVery GoodGood-15040
October 201595.3GoodVery GoodVery GoodGood-33675
January 201595.3GoodVery GoodVery GoodGood-33675
February 201495.3GoodVery GoodVery GoodGood-33675
December 201295.3GoodVery GoodVery GoodGood-33675
January 201295.3GoodVery GoodVery GoodGood-33675
December 201092.3GoodVery GoodVery GoodGood-33675
January 201092.3GoodVery GoodVery GoodGood-33675
August 200892.3GoodGoodGoodGood-33675
October 200792.3GoodVery GoodVery GoodGood-33675
November 200692.3GoodVery GoodVery GoodGood-33675
September 200592.3GoodVery GoodVery GoodGood-33675
September 200492.3GoodVery GoodVery GoodGood-33675
September 200392.3GoodVery GoodVery GoodGood-33675
September 200292.3GoodVery GoodVery GoodGood-33675
November 200192.3GoodGoodVery GoodGood-33675
October 200092.3GoodGoodVery GoodGood-33675
November 199992.3GoodGoodVery GoodGood-33675
December 199892.3GoodGoodVery GoodGood-33675
December 199692.3GoodGoodVery GoodGood-33675
December 199592.5GoodGoodVery GoodGood-29920
December 199492.5GoodGoodVery GoodGood-29920
December 199392.5Good-Very GoodGood-29920
December 199292.8GoodGoodVery GoodGood-28200
December 199192.8GoodGoodVery GoodGood-28200