FAU 5696 over CUMBERLAND RIVER

Map

Coordinates:
+36.24693, -85.95655
36°14'49" N, 85°57'24" W

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

Name:	FAU 5696 over CUMBERLAND RIVER
Structure number:	800A3920001
Location:	IN THE CITY OF CARTHAGE
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	316.0 ft. `[96.3 m]`
Total length:	1412.1 ft. `[430.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	55.8 ft. `[17.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1934
Year reconstructed:	2014
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	MS 13.5 / HS 15 `[3]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	5,980 `[as of 2017]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	43.4
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$14,057,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Poor	Good	Poor	Poor	5980	43.4
June 2016	Fair	Good	Good	Satisfactory	5950	69.0
August 2014	Good	Good	Good	Good	5180	69.6
July 2013	Poor	Poor	Critical	Poor	7600	4.0
July 2011	Poor	Poor	Critical	Poor	7600	4.0
January 2010	Poor	Poor	Critical	Poor	7600	4.0
December 2007	Poor	Poor	Critical	Poor	7600	4.0
July 2005	Poor	Poor	Poor	Poor	8130	25.9
July 2003	Fair	Fair	Fair	Satisfactory	8840	48.4
August 2001	Fair	Satisfactory	Fair	Satisfactory	8840	49.7
September 1999	Fair	Satisfactory	Fair	Satisfactory	8840	49.7
July 1997	Fair	Satisfactory	Fair	Satisfactory	1000	55.8