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PARK ROAD, N.W. over PINEY BRANCH PKWY

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARK ROAD, N.W. over PINEY BRANCH PKWY
Structure number:0025
Location:OVER PINEY BRANCH PKWY,NW
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:206.0 ft. [62.8 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:11,900 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201497.9Not deficientGoodSatisfactoryGood11900
September 201297.9Not deficientGoodSatisfactoryGood11900
September 201097.9Not deficientGoodSatisfactoryGood11900
September 200897.9Not deficientGoodSatisfactoryGood11900
June 200698.1Not deficientVery GoodGoodVery Good9600
July 200498.1Not deficientVery GoodGoodVery Good9600
July 200298.1Not deficientVery GoodGoodVery Good9600
February 200087.1Not deficientVery GoodGoodVery Good9600
May 199462.8Structurally deficientFairPoorFair9600
February 199262.8Structurally deficientFairPoorFair9600
March 199062.8Structurally deficientFairPoorFair9600