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RUSSELL ST over GWYNN FALLS, MANOKIN ST,

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

Facts 

Name:RUSSELL ST over GWYNN FALLS, MANOKIN ST,
Structure number:200000BC5104050
Location:0.3 MI S IS 95
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:140.1 ft. [42.7 m]
Total length:482.0 ft. [146.9 m]
Roadway width between curbs:120.4 ft. [36.7 m]
Deck width edge-to-edge:125.0 ft. [38.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:1990
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:14
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:51,578 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:76.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201576.6Not deficientGoodSatisfactoryFair51578
March 201476.6Not deficientGoodSatisfactoryFair51578
January 201389.5Not deficientGoodSatisfactorySatisfactory51578
January 201276.4Not deficientGoodSatisfactoryFair51578
June 201076.4Not deficientGoodSatisfactoryFair51578
January 200875.3Not deficientGoodSatisfactoryFair51578
November 200575.3Not deficientGoodGoodFair51578
January 200675.3Not deficientGoodGoodFair51578