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MLK BLVD 2-1 over DOAN BROOK

Map 

Coordinates:
+41.53667, -81.63000
41°32'12" N, 81°37'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MLK BLVD 2-1 over DOAN BROOK
Structure number:1869523
Location:SOUTH OF CONRAIL BRIDGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.2 ft. [9.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:32°
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]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:22,000 [as of 1984]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:62.0 tons [56.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201548.4Structurally deficientSatisfactorySatisfactorySerious22000
March 201448.4Structurally deficientSatisfactorySatisfactorySerious22000
May 201348.4Structurally deficientGoodSatisfactorySerious22000
May 201248.4Structurally deficientGoodSatisfactorySerious22000
June 201184.4Not deficientGoodGoodFair22000
May 201083.4Not deficientGoodGoodFair22000
May 200866.4Structurally deficientGoodGoodPoor22000
May 200666.4Structurally deficientGoodVery GoodPoor22000
July 200565.4Structurally deficientSatisfactoryGoodPoor22000
December 200292.9Not deficientGoodGoodGood22000
November 200192.9Not deficientVery GoodGoodGood22000
September 200092.9Not deficientExcellentExcellentExcellent22000
December 199992.9Not deficientExcellentExcellentExcellent22000
October 199892.9Not deficientExcellentExcellentExcellent22000
September 199792.9Not deficientExcellentExcellentExcellent22000
October 199692.9Not deficientExcellentExcellentExcellent22000
September 199592.7Not deficientExcellentExcellentExcellent22000
March 199492.7Not deficientExcellentExcellentExcellent22000
March 199394.7Not deficientExcellentExcellentExcellent22000
September 198994.7Not deficientExcellentExcellentExcellent22000