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USR6 over OLD1998-MLK BLVD&DOAN BR

Map 

Coordinates:
+41.52083, -81.62139
41°31'15" N, 81°37'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:USR6 over OLD1998-MLK BLVD&DOAN BR
Structure number:1801023
Location:APPROX 2.5 MI E E55TH ST
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1907
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:10,756 [as of 2010]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,900,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201577.0Functionally obsoleteVery GoodGoodExcellent10756
December 201477.0Functionally obsoleteVery GoodGoodExcellent10756
November 201377.0Functionally obsoleteGoodGoodGood10756
October 201275.0Functionally obsoleteGoodGoodGood10756
September 201175.0Functionally obsoleteGoodGoodGood10756
October 201067.1Functionally obsoleteGoodGoodGood11407
October 200967.1Functionally obsoleteGoodSatisfactorySatisfactory11407
December 200867.1Functionally obsoleteGoodSatisfactorySatisfactory11407
October 200767.1Functionally obsoleteGoodSatisfactorySatisfactory11407
December 200667.1Functionally obsoleteGoodGoodGood11407
December 200567.1Functionally obsoleteGoodGoodGood11407
November 200466.7Functionally obsoleteGoodGoodGood13390
October 200366.7Functionally obsoleteGoodGoodGood13390
October 200266.7Functionally obsoleteGoodGoodGood13390
June 200068.5Functionally obsoleteGoodGoodGood14060
October 199968.5Functionally obsoleteGoodGoodGood14060
December 199868.5Functionally obsoleteGoodGoodGood14060
December 199768.5Functionally obsoleteVery GoodVery GoodVery Good14060
December 199653.5Structurally deficientPoorFairSatisfactory14060
October 199556.6Functionally obsoleteSatisfactoryFairSatisfactory14060
May 199456.6Functionally obsoleteSatisfactoryFairVery Good14060
April 199353.3Functionally obsoleteSatisfactoryFairSatisfactory14921
December 199252.2Functionally obsoleteFairFairSatisfactory14921
September 199153.3Functionally obsoleteGoodFairSatisfactory14921