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BEACH DRIVE over PINEY BRANCH

Washington, District of Columbia

Map

Coordinates:
+38.93531, -77.04761
38°56'07" N, 77°02'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEACH DRIVE over PINEY BRANCH
Structure number:3450011P0000000
Location:0.4 MILES FROM TILDEN STR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.5 ft. [9.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:48°
Owner:National Park Service [66]
Year built:1957
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,774 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.6 tons [46.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:79.5
Estimated cost of work:$360,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.5FairFairFairFair-13774
June 201379.5FairFairFairFair-13774
June 201179.5FairFairFairFair-13774
June 200979.5FairFairFairFair-13774
July 200780.5FairSatisfactorySatisfactoryFair-13774
June 200574.3FairSatisfactorySatisfactorySatisfactoryFO13774
July 200374.3FairSatisfactorySatisfactorySatisfactoryFO13774
June 200174.3FairSatisfactorySatisfactorySatisfactoryFO13774
May 199974.5FairSatisfactorySatisfactorySatisfactoryFO13774