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WEST 3RD STREET over CUYAHOGA RIVER

Map 

Coordinates:
+41.48806, -81.68556
41°29'17" N, 81°41'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST 3RD STREET over CUYAHOGA RIVER
Structure number:1869728
Location:S OF COMMERCIAL RD(FLATS)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:225.1 ft. [68.6 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:2006
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:16,094 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:61.7 tons [56.1 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:78.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$401,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201578.7Not deficientGoodVery GoodGood16094
September 201475.7Not deficientPoorVery GoodGood16094
September 201178.7Not deficientVery GoodVery GoodVery Good16094
January 200050.7Not deficientFairPoorPoor16094
March 199842.5Structurally deficientFairPoorPoor7600
March 199742.5Structurally deficientFairPoorPoor7600
January 199642.3Structurally deficientFairPoorPoor7600
September 199437.8Structurally deficientSeriousPoorPoor7600
March 199337.8Structurally deficientSeriousPoorPoor7600
October 198914.3Structurally deficientSeriousSeriousPoor7600