Share:

US 80 WBL over TALLAWASSEE CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+32.26893, -86.56464
32°16'08" N, 86°33'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 80 WBL over TALLAWASSEE CREEK
Structure number:000271
Old structure number:00000008430177A (from 1992 edition)
Location:2.4 MI. E. OF LOWNDESBORO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:16.1 ft. [4.9 m]
Total length:178.2 ft. [54.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1925
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:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:4,580 [as of 2011]
Truck traffic:23% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:12.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,651,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2014PoorFairPoorCritical458012.9
February 2013PoorFairPoorCritical458012.9
February 2012PoorFairPoorCritical412013.5
February 2011PoorFairPoorCritical412013.5
February 2010PoorFairPoorCritical470512.8
January 2008PoorFairPoor-515512.2
January 2006PoorFairPoorPoor443013.1
December 2003PoorFairPoorPoor431013.3
December 2001PoorFairPoorPoor431013.3
January 2000PoorFairPoorPoor395013.8
February 1998PoorFairPoorPoor388049.2
February 1996PoorFairPoorPoor353050.4
February 1994PoorFairPoorPoor312049.5
January 1992PoorSatisfactoryFairPoor306549.5