MLK BLVD 4-2 over DOAN BROOK 4-2


+41.51833, -81.62000
41°31'06" N, 81°37'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MLK BLVD 4-2 over DOAN BROOK 4-2
Structure number:1869493
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,695 [as of 2015]
Truck traffic:7% of total traffic
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201680.4FairFairFairGood-21695
May 201580.4FairFairFairGood-22000
April 201481.4FairGoodFairGood-22000
April 201381.4FairGoodFairGood-22000
May 201292.9FairGoodSatisfactoryGood-22000
June 201192.9GoodGoodGoodGood-22000
June 201093.9FairSatisfactoryGoodSatisfactory-22000
June 200893.9FairSatisfactoryGoodSatisfactory-22000
June 200693.9FairSatisfactoryGoodSatisfactory-22000
August 200593.9FairSatisfactoryGoodSatisfactory-22000
December 200292.9GoodGoodGoodGood-22000
November 200192.9GoodGoodGoodGood-22000
September 200092.9GoodExcellentExcellentExcellent-22000
December 199992.9GoodExcellentExcellentExcellent-22000
September 199892.9GoodExcellentExcellentExcellent-22000
September 199792.9GoodExcellentExcellentExcellent-22000
October 199692.9GoodExcellentExcellentExcellent-22000
September 199592.7GoodExcellentExcellentExcellent-22000
March 199492.7GoodExcellentExcellentExcellent-22000
March 199394.7GoodExcellentExcellentExcellent-22000
June 199194.7GoodExcellentExcellentExcellent-22000