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FAP 29 over SOU RWY & NFA A168

Scott County, Tennessee

Map

Coordinates:
+36.47673, -84.53943
36°28'36" N, 84°32'22" W

Facts

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

Name:	FAP 29 over SOU RWY & NFA A168
Structure number:	76SR0290035
Location:	IN THE CITY OF ONEIDA
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	148.0 ft. `[45.1 m]`
Total length:	497.1 ft. `[151.5 m]`
Roadway width between curbs:	86.0 ft. `[26.2 m]`
Deck width edge-to-edge:	87.9 ft. `[26.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
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]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,280 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	84.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Satisfactory	Satisfactory	12280	84.2
April 2015	Fair	Good	Satisfactory	Satisfactory	12660	83.8
April 2013	Fair	Good	Satisfactory	Satisfactory	11960	84.5
April 2011	Good	Good	Very Good	Good	13560	83.0
April 2009	Good	Good	Very Good	Good	14570	83.0
April 2007	Good	Very Good	Very Good	Good	13520	83.0
April 2005	Good	Very Good	Very Good	Good	13720	85.0
April 2003	Good	Very Good	Very Good	Good	12550	85.9
April 2001	Good	Very Good	Very Good	Good	12130	86.4
April 1999	Good	Very Good	Very Good	Good	12760	85.0
April 1997	Good	Excellent	Excellent	Excellent	9560	87.2

Element Data

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.	3,976	3,926	50	0	0
Steel Protective Coating	sq. ft.	50,766	48,228	0	0	2,538
Deck
Reinforced Concrete Deck	sq. ft.	43,736	43,636	100	0	0
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	176	148	22	6	0
Steel Pier Cap	linear ft.	88	88	0	0	0
Steel Protective Coating	sq. ft.	1,144	1,144	0	0	0
Reinforced Concrete Pier Cap	linear ft.	176	176	0	0	0
Joints
Assembly with Seal	each	88	16	0	72	0
Bearings
Movable Bearing	each	26	16	10	0	0
Enclosed/Concealed Bearing	each	8	8	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	994	0	985	9	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511336