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SHERRILL DRIVE over ROCK CREEK

Map

Coordinates:
+38.97297, -77.03986
38°58'23" N, 77°02'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHERRILL DRIVE over ROCK CREEK
Structure number:3450015P0000000
Location:INTERSECTION WITH BEACH D
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:77.1 ft. [23.5 m]
Total length:79.4 ft. [24.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:16°
Owner:National Park Service [66]
Year built:1962
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,276 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:71.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood227671.8
June 2015GoodGoodGoodGood227671.8
June 2013GoodGoodGoodGood227671.8
June 2011GoodGoodGoodGood227671.8
June 2009GoodGoodGoodGood227671.8
July 2007GoodGoodGoodGood310571.4
June 2005GoodGoodGoodGood310571.4
June 2003GoodGoodGoodGood310571.4
June 2001GoodGoodGoodGood310571.4
April 1999GoodGoodGoodGood310570.8