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ANSEL ROAD over DOAN BROOK

Map

Coordinates:
+41.52500, -81.62667
41°31'30" N, 81°37'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:21,695 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:17.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201617.0PoorPoorSeriousSatisfactorySD21695
May 201548.5PoorPoorPoorSatisfactorySD900
March 201448.5PoorPoorPoorSatisfactorySD900
April 201348.5PoorPoorPoorSatisfactorySD900
April 201250.5PoorFairPoorSatisfactorySD900
April 201152.5PoorFairPoorSatisfactorySD900
April 201048.5PoorPoorPoorSatisfactorySD900
April 200848.5PoorPoorPoorSatisfactorySD900
December 200278.7FairSatisfactoryGoodSatisfactoryFO900
October 200177.7FairSatisfactoryGoodSatisfactoryFO900
September 200077.7GoodVery GoodVery GoodVery GoodFO900
December 199977.7GoodVery GoodVery GoodVery GoodFO900
September 199877.7GoodVery GoodVery GoodVery GoodFO900
September 199777.7GoodVery GoodVery GoodVery GoodFO900
October 199677.7GoodVery GoodVery GoodVery GoodFO900
September 199577.7GoodVery GoodVery GoodVery GoodFO900
March 199477.7GoodVery GoodVery GoodVery GoodFO900
September 199378.7GoodVery GoodVery GoodVery GoodFO900
June 199178.7GoodGoodVery GoodVery GoodFO900