Share:

US 40, ORLEANS STR over I-83 AND CITY STREETS

Map 

Coordinates:
+39.29311, -76.65346
39°17'35" N, 76°39'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40, ORLEANS STR over I-83 AND CITY STREETS
Structure number:200000BC1202010
Location:0.2 MI W OF IS 83
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:1728.1 ft. [526.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:15
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:64.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$997,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201664.5FairSatisfactoryFairFairFO9900
December 201464.5FairSatisfactoryFairFairFO9900
December 201264.5FairSatisfactoryFairFairFO9900
December 201164.5FairSatisfactoryFairFairFO9900
November 201064.5FairSatisfactoryFairSatisfactoryFO9900
October 200964.5FairSatisfactoryFairSatisfactoryFO9900
April 200864.5FairSatisfactoryFairSatisfactoryFO9900
March 200662.5FairSatisfactoryFairSatisfactoryFO9900
February 200462.5FairGoodFairSatisfactoryFO9800
February 200262.5FairGoodFairFairFO9800
February 200062.7FairGoodSatisfactoryFairFO8600
February 199862.7FairGoodSatisfactoryFairFO8600
June 199562.9FairGoodSatisfactoryFairFO8600
November 199274.1FairGoodSatisfactoryGoodFO8600
November 199074.1FairGoodGoodSatisfactory-8600