Share:

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:49.5 ft. [15.1 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: June 2014 

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 corrrective action [3]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201478.2Not deficientGoodGoodGood9800
August 201279.2Not deficientGoodGoodGood9800
May 201079.2Not deficientGoodGoodGood9800
January 200875.1Not deficientVery GoodVery GoodVery Good9800
September 20003.0Structurally deficientSatisfactoryCriticalFair7800
November 19973.0Structurally deficientSatisfactoryCriticalFair7800
October 199547.2Structurally deficientGoodPoorSatisfactory7800
October 199277.4Not deficientGoodGoodVery Good7800
September 199077.4Not deficientGoodGoodVery Good7800