FAU 45 over CUMBERLAND RIVER

Map

Coordinates:
+36.31265, -86.67662
36°18'46" N, 86°40'36" W

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

Name:	FAU 45 over CUMBERLAND RIVER
Structure number:	19SR0450002
Location:	2 M E JCT SR6&SR45
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	323.2 ft. `[98.5 m]`
Total length:	1222.2 ft. `[372.5 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Vertical clearance above deck:	17.4 ft. `[5.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1928
Year reconstructed:	1969
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	30,080 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	88.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Very Good	Good	Good	30080	88.0
March 2015	Fair	Satisfactory	Satisfactory	Satisfactory	28070	86.2
March 2013	Fair	Satisfactory	Satisfactory	Satisfactory	26170	86.3
March 2011	Fair	Satisfactory	Satisfactory	Satisfactory	25200	86.4
March 2009	Fair	Satisfactory	Satisfactory	Satisfactory	32890	85.7
March 2007	Fair	Satisfactory	Satisfactory	Satisfactory	33210	85.7
March 2005	Fair	Satisfactory	Satisfactory	Satisfactory	36290	85.4
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	35910	85.4
January 2001	Fair	Satisfactory	Satisfactory	Satisfactory	35410	88.4
March 1999	Fair	Satisfactory	Satisfactory	Satisfactory	36050	88.4
August 1997	Fair	Satisfactory	Satisfactory	Satisfactory	29320	89.0
February 1995	Fair	Satisfactory	Satisfactory	Satisfactory	31250	92.7
March 1993	Fair	Satisfactory	Satisfactory	Satisfactory	32490	92.6
May 1991	Fair	Satisfactory	Satisfactory	Satisfactory	32370	92.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	2,900	2,870	30	0	0
Steel Stringer	linear ft.	3,839	3,839	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	46,511	46,511	0	0	0
Superstructure
Steel Truss	linear ft.	2,560	2,560	0	0	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Masonry Pier Wall	linear ft.	161	161	0	0	0
Reinforced Concrete Abutment	linear ft.	85	81	4	0	0
Reinforced Concrete Pier Cap	linear ft.	292	287	5	0	0
Joints
Strip Seal Joint	linear ft.	154	0	0	154	0
Bearings
Elastomeric Bearing	each	55	55	0	0	0
Movable Bearing	each	11	11	0	0	0
Fixed Bearing	each	6	6	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	2,411	2,411	0	0	0