US 231 NBL over WARES FERRY ROAD

Map

Coordinates:
+32.39122, -86.21096
32°23'28" N, 86°12'39" W

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

Name:	US 231 NBL over WARES FERRY ROAD
Structure number:	008688
Old structure number:	00000009510354B `(from 1992 edition)`
Location:	0.5 MI.N. OF ATLANTA HWY
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	146.0 ft. `[44.5 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,150 `[as of 2013]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	78.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,231,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Satisfactory	Satisfactory	Good	18150	78.7
May 2016	Fair	Satisfactory	Satisfactory	Good	18150	75.7
May 2014	Fair	Satisfactory	Satisfactory	Good	18150	75.7
May 2012	Fair	Satisfactory	Satisfactory	Good	20605	75.4
May 2010	Fair	Satisfactory	Satisfactory	Good	18150	75.7
June 2008	Fair	Satisfactory	Satisfactory	Good	18625	75.6
May 2006	Fair	Satisfactory	Satisfactory	Good	19350	78.5
April 2004	Fair	Satisfactory	Satisfactory	Good	19260	78.5
March 2002	Fair	Satisfactory	Good	Good	18370	78.6
April 2000	Fair	Satisfactory	Good	Good	20310	76.4
April 1998	Good	Good	Good	Good	18300	76.6
April 1996	Good	Good	Good	Good	17675	76.6
March 1994	Good	Good	Good	Good	16815	76.1
February 1992	Good	Good	Good	Good	16220	76.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	576	576	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,497	1	2,551	1,945	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	96	91	5	0	0
Reinforced Concrete Pier Cap	linear ft.	58	58	0	0	0
Bearings
Movable Bearing	each	12	0	4	8	0
Steel Protective Coating	sq. ft.	22	0	0	22	0
Fixed Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	8	0	8	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	292	292	0	0	0