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FRANKLINTOWN ROAD over DEAD RUN

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

Facts 

Name:FRANKLINTOWN ROAD over DEAD RUN
Structure number:200000BC2406010
Location:0.8 MI W HILTON PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.1 ft. [16.5 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,219 [as of 2016]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:58.4 tons [53.1 metric tons]
Inventory rating:35.4 tons [32.2 metric tons]
Sufficiency rating:85.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201685.4GoodGoodGoodGood-1219
August 201482.4GoodGoodGoodGoodFO1115
August 201286.4FairGoodSatisfactoryGood-1115
August 201086.4GoodVery GoodGoodGood-1115
December 200986.4GoodVery GoodGoodGood-1115
December 200778.9GoodVery GoodGoodGood-1115
December 200526.0GoodVery GoodVery GoodVery Good-1115
October 200334.2PoorGoodPoorSeriousSD1115
December 200135.3PoorGoodPoorSeriousSD999
November 199935.3PoorGoodPoorSeriousSD999
November 199735.3PoorGoodPoorSeriousSD999
January 199735.3PoorGoodPoorSeriousSD999
February 199535.4PoorGoodPoorSeriousSD999
October 199251.8PoorGoodPoorPoorSD999
October 199066.9FairGoodGoodFair-999