Share:

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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,115 [as of 2007]
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 desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201482.4Functionally obsoleteGoodGoodGood1115
August 201286.4Not deficientGoodSatisfactoryGood1115
August 201086.4Not deficientVery GoodGoodGood1115
December 200986.4Not deficientVery GoodGoodGood1115
December 200778.9Not deficientVery GoodGoodGood1115
December 200526.0Not deficientVery GoodVery GoodVery Good1115
October 200334.2Structurally deficientGoodPoorSerious1115
December 200135.3Structurally deficientGoodPoorSerious999
November 199935.3Structurally deficientGoodPoorSerious999
November 199735.3Structurally deficientGoodPoorSerious999
January 199735.3Structurally deficientGoodPoorSerious999
February 199535.4Structurally deficientGoodPoorSerious999
October 199251.8Structurally deficientGoodPoorPoor999
October 199066.9Not deficientGoodGoodFair999