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ANSEL ROAD over DOAN BROOK

Map 

Coordinates:
+41.52500, -81.62667
41°31'30" N, 81°37'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANSEL ROAD over DOAN BROOK
Structure number:1866257
Location:AT MARTIN-LUTHER KING DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.5 ft. [9.3 m]
Total length:32.5 ft. [9.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 1975]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201548.5Structurally deficientPoorPoorSatisfactory900
March 201448.5Structurally deficientPoorPoorSatisfactory900
April 201348.5Structurally deficientPoorPoorSatisfactory900
April 201250.5Structurally deficientFairPoorSatisfactory900
April 201152.5Structurally deficientFairPoorSatisfactory900
April 201048.5Structurally deficientPoorPoorSatisfactory900
April 200848.5Structurally deficientPoorPoorSatisfactory900
December 200278.7Functionally obsoleteSatisfactoryGoodSatisfactory900
October 200177.7Functionally obsoleteSatisfactoryGoodSatisfactory900
September 200077.7Functionally obsoleteVery GoodVery GoodVery Good900
December 199977.7Functionally obsoleteVery GoodVery GoodVery Good900
September 199877.7Functionally obsoleteVery GoodVery GoodVery Good900
September 199777.7Functionally obsoleteVery GoodVery GoodVery Good900
October 199677.7Functionally obsoleteVery GoodVery GoodVery Good900
September 199577.7Functionally obsoleteVery GoodVery GoodVery Good900
March 199477.7Functionally obsoleteVery GoodVery GoodVery Good900
September 199378.7Functionally obsoleteVery GoodVery GoodVery Good900
June 199178.7Functionally obsoleteGoodVery GoodVery Good900