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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

Facts

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

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,937 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Sufficiency rating:93.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201693.9FairSatisfactorySatisfactoryGood-21937
July 201548.4PoorSatisfactorySatisfactorySeriousSD22000
March 201448.4PoorSatisfactorySatisfactorySeriousSD22000
May 201348.4PoorGoodSatisfactorySeriousSD22000
May 201248.4PoorGoodSatisfactorySeriousSD22000
June 201184.4FairGoodGoodFair-22000
May 201083.4FairGoodGoodFair-22000
May 200866.4PoorGoodGoodPoorSD22000
May 200666.4PoorGoodVery GoodPoorSD22000
July 200565.4PoorSatisfactoryGoodPoorSD22000
December 200292.9GoodGoodGoodGood-22000
November 200192.9GoodVery GoodGoodGood-22000
September 200092.9GoodExcellentExcellentExcellent-22000
December 199992.9GoodExcellentExcellentExcellent-22000
October 199892.9GoodExcellentExcellentExcellent-22000
September 199792.9GoodExcellentExcellentExcellent-22000
October 199692.9GoodExcellentExcellentExcellent-22000
September 199592.7GoodExcellentExcellentExcellent-22000
March 199492.7GoodExcellentExcellentExcellent-22000
March 199394.7GoodExcellentExcellentExcellent-22000
September 198994.7GoodExcellentExcellentExcellent-22000