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

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:12.8 ft. [3.9 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 2016

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]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:74.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201674.0FairSatisfactorySatisfactorySatisfactoryFO11900
April 201474.0FairSatisfactorySatisfactorySatisfactoryFO11900
May 201277.0FairGoodGoodSatisfactoryFO11900
June 201077.0FairGoodGoodSatisfactoryFO11900
June 200877.0FairGoodSatisfactorySatisfactoryFO11900
July 200677.0GoodGoodGoodGood-14100
June 200477.0GoodVery GoodVery GoodGood-14100
July 200277.0GoodVery GoodVery GoodGood-14100
June 199847.0PoorSatisfactoryGoodPoorSD14100
October 199647.0PoorSatisfactoryGoodPoorSD14100
March 199442.9PoorSatisfactoryGoodPoorSD14100
February 199250.0PoorSatisfactoryGoodPoorSD14100