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WEEKS ROAD over LILLY BRANCH

Map

Coordinates:
+32.11330, -83.89800
32°06'48" N, 83°53'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEEKS ROAD over LILLY BRANCH
Structure number:000000009350060
Location:5 MI W OF VIENNA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Steel [3]
Main spans 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 2018

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Critical [2 out of 9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:27.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$656,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorFairFairCritical49027.9
December 2017PoorFairFairCritical49027.9
December 2016PoorFairFairCritical49027.9
January 2016PoorFairFairCritical49027.9
July 2013PoorFairFairSerious49027.9
August 2011PoorFairFairSerious60027.6
August 2009PoorFairFairSerious62027.6
August 2007PoorSatisfactoryFairSerious60028.7
August 2005PoorSatisfactoryFairSerious39030.2
August 2003FairSatisfactoryFairFair74028.4
October 2001PoorSatisfactoryFairSerious74026.8
August 1999PoorSatisfactoryFairSerious47027.4
July 1997PoorGoodSatisfactoryPoor43027.5
July 1995PoorGoodSatisfactoryPoor9060.2
July 1993PoorGoodSatisfactoryPoor9060.2
August 1991FairGoodSatisfactoryFair9076.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.784077950
Steel Protective Coatingsq. ft.2,828002,8280
Deck
Reinforced Concrete Decksq. ft.2,8282,29752704
Substructure
Reinforced Concrete Abutmentlinear ft.7676000
Timber Pileeach4438501
Reinforced Concrete Pier Caplinear ft.228228000
Joints
Pourable Jointlinear ft.238000238