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T. ROOSEVELT BRID over POT RIVER & POTOMAC

Map

Coordinates:
+38.89284, -77.05589
38°53'34" N, 77°03'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T. ROOSEVELT BRID over POT RIVER & POTOMAC
Structure number:1200(MAIN)
Location:TR BRIDGE-POTOMAC RIVER
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:222.1 ft. [67.7 m]
Total length:1762.2 ft. [537.1 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:97.8 ft. [29.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1964
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:8
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:103,600 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:60.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$17,677,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201660.7FairFairFairFairFO103600
June 201460.7FairFairFairFairFO103600
May 201271.7FairFairSatisfactorySatisfactoryFO103600
May 201073.0FairFairSatisfactorySatisfactoryFO103600
December 200773.0FairFairSatisfactorySatisfactoryFO103600
July 200562.0FairFairFairGoodFO89000
October 200265.0FairFairFairGoodFO89000
September 200065.0FairFairFairGoodFO89000
August 199776.0FairFairSatisfactoryGoodFO89000
August 199582.0FairFairSatisfactoryGood-89000
August 199368.0FairFairGoodFair-89000
March 199168.0FairFairGoodFair-89000