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KLINGLE ROAD, N.W. over ROCK CREEK & BEACH D

Map

Coordinates:
+38.93348, -77.05080
38°56'01" N, 77°03'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KLINGLE ROAD, N.W. over ROCK CREEK & BEACH D
Structure number:0026-1
Location:ROCK CREEK & BEACH DR
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1947
Year reconstructed:2000
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:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,900 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:74.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory1190074.0
April 2016FairSatisfactorySatisfactorySatisfactory1190074.0
April 2014FairSatisfactorySatisfactorySatisfactory1190074.0
May 2012FairGoodGoodSatisfactory1190077.0
June 2010FairGoodGoodSatisfactory1190077.0
June 2008FairGoodSatisfactorySatisfactory1190077.0
July 2006GoodGoodGoodGood1410077.0
June 2004GoodVery GoodVery GoodGood1410077.0
July 2002GoodVery GoodVery GoodGood1410077.0
June 1998PoorSatisfactoryGoodPoor1410047.0
October 1996PoorSatisfactoryGoodPoor1410047.0
March 1994PoorSatisfactoryGoodPoor1410042.9
February 1992PoorSatisfactoryGoodPoor1410050.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5832,45512620
Steel Protective Coatingsq. ft.37,03736,27700760
Steel Stringerlinear ft.2001901000
Deck
Reinforced Concrete Decksq. ft.15,98015,678277250
Substructure
Reinforced Concrete Pier Walllinear ft.52153250
Reinforced Concrete Abutmentlinear ft.1511260250
Steel Pier Caplinear ft.37702741030
Reinforced Concrete Pier Caplinear ft.52331081
Joints
Strip Seal Jointlinear ft.136013600
Pourable Jointlinear ft.2040162042
Bearings
Fixed Bearingeach100910
Steel Protective Coatingsq. ft.45230022
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4744225200
Steel Protective Coatingsq. ft.2,9702,80806156
Reinforced Concrete Bridge Raillinear ft.4744540200