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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

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.12,09711,968704811
Reinforced Concrete Girder/Beamlinear ft.135963540
Deck
Prestressed Concrete Top Flangesq. ft.40,63240,632000
Wearing Surfacessq. ft.40,63240,22664000
Substructure
Reinforced Concrete Columneach75601230
Reinforced Concrete Pier Walllinear ft.63449399420
Reinforced Concrete Abutmentlinear ft.2341963440
Reinforced Concrete Pier Caplinear ft.1,3501,111166730
Joints
Compression Jointlinear ft.2,1721,917220305
Bearings
Movable Bearingeach1,08206244580
Steel Protective Coatingsq. ft.269000269
Fixed Bearingeach40601202860
Steel Protective Coatingsq. ft.100000100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,7731,48528800
Deck
Reinforced Concrete Slabsq. ft.8,4397,627128000
Wearing Surfacessq. ft.8,0007,59464000