Share:

S.DAKOTA AVENUE over CSX RAILROAD

Map 

Coordinates:
+38.92701, -76.96710
38°55'37" N, 76°58'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.DAKOTA AVENUE over CSX RAILROAD
Structure number:0544
Location:S. DAKOTA AVENUE OVER RR
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:140.1 ft. [42.7 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance below bridge:27.2 ft. [8.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
Year reconstructed:2008
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:3
Main spans material:Steel [3]
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:30,300 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:82.8 tons [75.3 metric tons]
Sufficiency rating:73.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,150,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201573.3Not deficientVery GoodVery GoodGood30300
January 201373.3Not deficientVery GoodVery GoodGood30300
August 201073.3Functionally obsoleteGoodGoodGood30300
June 200858.2Functionally obsoleteSatisfactoryFairFair30300
June 200659.2Functionally obsoleteSatisfactoryFairFair25900
November 200359.2Functionally obsoleteSatisfactoryFairFair25900
June 200159.2Functionally obsoleteSatisfactoryFairFair25900
December 199857.2Functionally obsoleteGoodFairFair25900
June 199657.2Functionally obsoleteGoodFairFair25900
March 199659.8Functionally obsoleteGoodSatisfactoryFair25900
April 199359.8Functionally obsoleteGoodSatisfactoryFair25900
October 199059.8Functionally obsoleteGoodSatisfactoryFair25900