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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2014	Poor	Fair	Poor	Critical	4580	12.9
February 2013	Poor	Fair	Poor	Critical	4580	12.9
February 2012	Poor	Fair	Poor	Critical	4120	13.5
February 2011	Poor	Fair	Poor	Critical	4120	13.5
February 2010	Poor	Fair	Poor	Critical	4705	12.8
January 2008	Poor	Fair	Poor	-	5155	12.2
January 2006	Poor	Fair	Poor	Poor	4430	13.1
December 2003	Poor	Fair	Poor	Poor	4310	13.3
December 2001	Poor	Fair	Poor	Poor	4310	13.3
January 2000	Poor	Fair	Poor	Poor	3950	13.8
February 1998	Poor	Fair	Poor	Poor	3880	49.2
February 1996	Poor	Fair	Poor	Poor	3530	50.4
February 1994	Poor	Fair	Poor	Poor	3120	49.5
January 1992	Poor	Satisfactory	Fair	Poor	3065	49.5