Share:

ROUTE 11 Business over ROUTE 11-Bypass

Map

Coordinates:
+37.79000, -79.43000
37°47'24" N, 79°25'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 11 Business over ROUTE 11-Bypass
Structure number:000000000020478
Location:000911A 009060
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:56.1 ft. [17.1 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1955
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:Bituminous [6]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,940 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:62.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201562.0FairSatisfactoryFairSatisfactoryFO4940
March 201447.3PoorFairFairPoorSD6150
March 201347.3PoorFairFairPoorSD6150
March 201247.3PoorFairFairPoorSD6150
March 201147.3PoorFairFairPoorSD6150
March 201047.3PoorFairFairPoorSD6150
March 200860.8FairFairFairFairFO6150
March 200660.8FairFairFairFairFO6150
April 200464.0FairFairFairFairFO6150
June 200264.0FairFairSatisfactoryFairFO6150
August 200064.0FairFairSatisfactoryFairFO6150
June 199876.0GoodVery GoodVery GoodVery GoodFO6150
May 199676.0GoodVery GoodVery GoodVery GoodFO6150
May 199477.0GoodVery GoodVery GoodVery GoodFO3415
May 199277.0GoodVery GoodVery GoodVery GoodFO3415
June 199077.0GoodVery GoodVery GoodVery GoodFO3415