FAP 111 over SR 1

Map

Coordinates:
+35.87187, -85.47090
35°52'19" N, 85°28'15" W

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

Name:	FAP 111 over SR 1
Structure number:	93SR0010011
Location:	5 MI S OF SR 26 JCT
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	146.0 ft. `[44.5 m]`
Total length:	496.1 ft. `[151.2 m]`
Roadway width between curbs:	71.9 ft. `[21.9 m]`
Deck width edge-to-edge:	75.8 ft. `[23.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	57°
Owner:	State Highway Agency `[01]`
Year built:	1996
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	5,300 `[as of 2017]`
Truck traffic:	16% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	80.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	5300	80.5
April 2016	Good	Good	Good	Good	5250	80.5
April 2014	Good	Good	Good	Good	4780	82.5
March 2012	Good	Very Good	Very Good	Very Good	5730	82.5
April 2010	Good	Very Good	Very Good	Very Good	5180	82.5
April 2008	Good	Very Good	Very Good	Very Good	5460	82.5
January 2006	Good	Very Good	Very Good	Very Good	5180	82.5
January 2004	Good	Very Good	Very Good	Very Good	5570	82.5
January 2002	Good	Very Good	Very Good	Very Good	4980	82.5
January 2000	Good	Very Good	Very Good	Very Good	5170	82.5
January 1998	Good	Very Good	Very Good	Very Good	9250	82.5

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	13,068	13,067	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	37,994	37,988	0	6	0
Substructure
Reinforced Concrete Column	each	18	17	0	1	0
Reinforced Concrete Abutment	linear ft.	289	287	0	2	0
Reinforced Concrete Pier Cap	linear ft.	381	381	0	0	0
Joints
Compression Joint	linear ft.	282	282	0	0	0
Bearings
Movable Bearing	each	14	1	13	0	0
Fixed Bearing	each	21	0	21	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	992	961	28	3	0