FAP 1 over YELLOW BANK BRANCH

Map

Coordinates:
+36.09847, -87.60248
36°05'54" N, 87°36'09" W

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

Name:	FAP 1 over YELLOW BANK BRANCH
Structure number:	43SR0010021
Location:	1 MI E. OF MCEWEN
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	86.0 ft. `[26.2 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Skew angle:	25°
Owner:	State Highway Agency `[01]`
Year built:	1925
Year reconstructed:	1996
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
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:	Posted for load `[P]`
Average daily traffic:	7,050 `[as of 2017]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	57.3
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$352,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Very Good	Fair	Fair	7050	57.3
January 2016	Fair	Very Good	Fair	Fair	7040	57.3
March 2014	Fair	Very Good	Fair	Fair	6970	57.3
April 2012	Fair	Very Good	Fair	Fair	7140	56.3
June 2010	Fair	Very Good	Fair	Fair	6990	56.3
June 2008	Fair	Very Good	Satisfactory	Satisfactory	6770	68.3
July 2006	Fair	Very Good	Satisfactory	Satisfactory	7430	64.2
August 2004	Fair	Very Good	Satisfactory	Satisfactory	7460	64.2
August 2002	Good	Very Good	Very Good	Very Good	7480	64.2
January 2001	Good	Very Good	Very Good	Very Good	8240	64.2
May 1999	Good	Very Good	Very Good	Very Good	7480	64.2
April 1997	Good	Very Good	Very Good	Very Good	7210	64.2
June 1995	Fair	Satisfactory	Satisfactory	Satisfactory	6740	76.0
March 1993	Poor	Satisfactory	Poor	Fair	6050	31.5
July 1991	Poor	Satisfactory	Poor	Satisfactory	5540	31.5