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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 2016 

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:62.4 tons [56.7 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201677.3Not deficientGoodSatisfactoryFair51578
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