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TAYLOR STREET over BROOKLAND AVE & CSX

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TAYLOR STREET over BROOKLAND AVE & CSX
Structure number:0571
Location:TAYLOR ST OVER CSX RR
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:165.0 ft. [50.3 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:78.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$150,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201678.2GoodGoodGoodGoodFO9800
June 201478.2GoodGoodGoodGood-9800
August 201279.2GoodGoodGoodGood-9800
May 201079.2GoodGoodGoodGood-9800
January 200875.1GoodVery GoodVery GoodVery Good-9800
September 20003.0PoorSatisfactoryCriticalFairSD7800
November 19973.0PoorSatisfactoryCriticalFairSD7800
October 199547.2PoorGoodPoorSatisfactorySD7800
October 199277.4GoodGoodGoodVery Good-7800
September 199077.4GoodGoodGoodVery Good-7800