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FAU 319 over BRANCH

Hamilton County, Tennessee

Map

Coordinates:
+35.20278, -85.15250
35°12'10" N, 85°09'09" W

Facts

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

Name:	FAU 319 over BRANCH
Structure number:	33S43060007
Location:	7.94 MI. E OF SR-153 JCT.
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	9.8 ft. `[3.0 m]`
Total length:	22.0 ft. `[6.7 m]`
Roadway width between curbs:	53.5 ft. `[16.3 m]`
Deck width edge-to-edge:	56.4 ft. `[17.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1985
Year reconstructed:	2003
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Culvert `[19]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	9,000 `[as of 2015]`
Truck traffic:	3% of total traffic
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	48.5 tons `[44.1 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	96.6

Previous Inspections

Date	Suff. Rating	Condition	Culvert Condition	SD/FO	ADT
April 2015	96.6	Good	7 out of 10	-	9000
April 2013	96.7	Good	7 out of 10	-	8940
April 2011	96.5	Good	7 out of 10	-	9250
April 2009	96.9	Good	7 out of 10	-	8320
April 2007	96.5	Good	7 out of 10	-	9370
April 2005	96.6	Good	7 out of 10	-	9040
February 2003	93.3	Good	7 out of 10	-	9940
March 2001	96.4	Good	7 out of 10	-	9600
February 1999	96.5	Good	7 out of 10	-	9320
April 1997	94.8	Good	7 out of 10	-	13920
March 1995	94.6	Good	7 out of 10	-	14480
April 1993	96.4	Good	7 out of 10	-	9680
February 1991	95.6	Good	7 out of 10	-	11840

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Culvert
Reinforced Concrete Culvert	linear ft.	174	164	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	44	44	0	0	0

© Copyright 2012-18, 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/1502560