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GEORGES CREEK ROAD over GEORGES RUN

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

Facts 

Name:GEORGES CREEK ROAD over GEORGES RUN
Structure number:200000BC6521010
Location:1.3 MI E FALLS RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:105.0 ft. [32.0 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:155 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:79.1 tons [71.9 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Sufficiency rating:94.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201494.4Not deficientVery GoodGoodVery Good155
December 201294.4Not deficientVery GoodGoodGood155
November 201118.4Structurally deficientCriticalPoorPoor155
November 200950.4Structurally deficientSeriousPoorFair155
November 200751.4Structurally deficientSeriousPoorFair155
October 200551.4Structurally deficientSeriousPoorFair155
September 200369.4Structurally deficientPoorFairFair155
December 200171.4Not deficientFairFairFair125
November 199972.4Not deficientSatisfactoryFairFair125
December 199772.4Not deficientSatisfactoryFairFair125
January 199772.4Not deficientSatisfactoryFairFair125
July 199568.9Not deficientSatisfactoryFairFair125
November 199268.9Not deficientSatisfactoryFairFair125
October 199079.9Not deficientSatisfactorySatisfactorySatisfactory125