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14TH STREET, S.W. over OHIO DRIVE EXIT

Map

Coordinates:
+38.88168, -77.03343
38°52'54" N, 77°02'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:14TH STREET, S.W. over OHIO DRIVE EXIT
Structure number:0171-3
Location:14TH ST OVER OHIO DRIVE
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.6 ft. [14.8 m]
Total length:590.9 ft. [180.1 m]
Roadway width between curbs:84.3 ft. [25.7 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1942
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55,700 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:83.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201683.0FairFairFairSatisfactoryFO55700
February 201483.0FairFairFairSatisfactoryFO55700
February 201283.0FairFairVery GoodFairFO55700
December 200984.0FairSatisfactoryGoodFairFO55700
December 200795.0FairSatisfactoryGoodGoodFO100000
August 200595.0GoodGoodGoodGoodFO100000
October 200295.0FairSatisfactoryGoodGoodFO100000
December 200095.0FairSatisfactoryGoodGoodFO100000
March 199893.0GoodGoodGoodGoodFO100000
June 199693.0GoodGoodGoodGoodFO100000
March 199693.0GoodGoodGoodGoodFO100000
May 199393.0GoodGoodGoodGoodFO100000