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NFA A192 over MARTIN CREEK

Hancock County, Tennessee

Map

Coordinates:
+36.59110, -83.33497
36°35'28" N, 83°20'06" W

Facts

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

Name:	NFA A192 over MARTIN CREEK
Structure number:	340A1920001
Location:	0.6 M S OF ST. LI.
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Skew angle:	5°
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	10 `[as of 2018]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	55.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$218,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Good	10	55.6
August 2015	Fair	Satisfactory	Satisfactory	Good	10	55.6
August 2013	Fair	Satisfactory	Satisfactory	Good	10	55.6
August 2011	Fair	Satisfactory	Satisfactory	Good	10	55.6
October 2009	Fair	Satisfactory	Satisfactory	Good	10	55.6
October 2007	Fair	Satisfactory	Satisfactory	Good	10	53.6
October 2005	Fair	Satisfactory	Satisfactory	Good	10	53.6
November 2003	Fair	Satisfactory	Satisfactory	Good	10	53.6
September 2001	Fair	Good	Satisfactory	Good	10	53.6
January 2001	Poor	Serious	Poor	Poor	10	13.0
August 1999	Poor	Serious	Poor	Poor	10	13.0
November 1997	Poor	Serious	Fair	Poor	10	13.0
August 1995	Poor	Serious	Fair	Poor	50	2.0
June 1993	Poor	Serious	Fair	Poor	50	2.0
July 1991	Poor	Serious	Fair	Poor	50	2.0

© 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/1502774