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MLK BLVD 4-2 over DOAN BROOK 4-2

Map 

Coordinates:
+41.51833, -81.62000
41°31'06" N, 81°37'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MLK BLVD 4-2 over DOAN BROOK 4-2
Structure number:1869493
Location:NORTH OF SUPERIOR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.5 ft. [9.0 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:46°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:22,000 [as of 1984]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:69.2 tons [62.9 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.4Not deficientFairFairGood22000
April 201481.4Not deficientGoodFairGood22000
April 201381.4Not deficientGoodFairGood22000
May 201292.9Not deficientGoodSatisfactoryGood22000
June 201192.9Not deficientGoodGoodGood22000
June 201093.9Not deficientSatisfactoryGoodSatisfactory22000
June 200893.9Not deficientSatisfactoryGoodSatisfactory22000
June 200693.9Not deficientSatisfactoryGoodSatisfactory22000
August 200593.9Not deficientSatisfactoryGoodSatisfactory22000
December 200292.9Not deficientGoodGoodGood22000
November 200192.9Not deficientGoodGoodGood22000
September 200092.9Not deficientExcellentExcellentExcellent22000
December 199992.9Not deficientExcellentExcellentExcellent22000
September 199892.9Not deficientExcellentExcellentExcellent22000
September 199792.9Not deficientExcellentExcellentExcellent22000
October 199692.9Not deficientExcellentExcellentExcellent22000
September 199592.7Not deficientExcellentExcellentExcellent22000
March 199492.7Not deficientExcellentExcellentExcellent22000
March 199394.7Not deficientExcellentExcellentExcellent22000
June 199194.7Not deficientExcellentExcellentExcellent22000