WARES FERRY RD over STREAM

Map

Coordinates:
+32.40138, -86.18834
32°24'05" N, 86°11'18" W

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

Name:	WARES FERRY RD over STREAM
Structure number:	005831
Old structure number:	0000000851M0470 `(from 1992 edition)`
Location:	4.7 MI E OF US 80 JCT.
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	10°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1957
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 1993]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	36.0 tons `[32.7 metric tons]`
Inventory rating:	26.0 tons `[23.6 metric tons]`
Sufficiency rating:	68.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$528,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	68.4	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
February 2014	68.4	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
February 2012	55.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
February 2010	55.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
February 2008	55.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
February 2006	56.0	Fair	Satisfactory	Satisfactory	Satisfactory	FO	1200
January 2004	56.0	Good	Good	Good	Good	FO	1200
January 2002	56.0	Good	Good	Good	Good	FO	1200
January 2000	56.0	Good	Good	Good	Good	FO	1200
February 1998	56.0	Good	Good	Good	Good	FO	1200
November 1996	55.8	Good	Good	Good	Good	FO	1200
December 1994	55.8	Good	Good	Good	Good	FO	1200
December 1993	54.8	Good	Good	Good	Good	FO	1200
August 1990	62.1	Good	Good	Good	Good	FO	1200