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ANACOSTIA FREEWAY over PENN AVE INTERCHANGE

Map 

Coordinates:
+38.87513, -76.97454
38°52'30" N, 76°58'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANACOSTIA FREEWAY over PENN AVE INTERCHANGE
Structure number:1000
Location:PENN AVE OVER ANAC FRWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:89.9 ft. [27.4 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:95.8 ft. [29.2 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1999
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:58,000 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.1 tons [89.2 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201691.0Functionally obsoleteGoodSatisfactoryGood58000
February 201491.0Functionally obsoleteGoodSatisfactoryGood58000
January 201291.0Functionally obsoleteSatisfactoryGoodSatisfactory58000
October 200991.0Functionally obsoleteSatisfactoryGoodSatisfactory58000
October 200791.0Not deficientGoodGoodSatisfactory75600
July 200591.0Not deficientVery GoodGoodVery Good75600
June 200185.0Not deficientExcellentVery GoodVery Good75600
June 199982.0Functionally obsoleteExcellentExcellentVery Good75600
December 199761.0Structurally deficient--Poor75600
October 199540.0Structurally deficientCriticalPoorSerious75600
August 199256.0Structurally deficientPoorFairPoor75600
August 199056.0Structurally deficientPoorFairPoor75600