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FAP 7 over BEATY BRANCH

Map

Coordinates:
+35.05500, -86.89333
35°03'18" N, 86°53'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 7 over BEATY BRANCH
Structure number:28SR0070009
Location:IN ELKTON CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:14.1 ft. [4.3 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1924
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,950 [as of 2017]
Truck traffic:9% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$185,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10495063.9
November 2015Fair6 out of 10472058.5
November 2013Fair6 out of 10449058.8
November 2011Good7 out of 10397060.5
November 2009Fair6 out of 10373061.3
November 2007Fair6 out of 10405057.2
November 2005Fair6 out of 10407057.2
November 2003Fair6 out of 10416055.6
November 2001Fair6 out of 10528054.5
November 1999Fair6 out of 10496054.5
December 1997Fair6 out of 10484054.5
October 1995Fair6 out of 10484054.5
April 1993Fair6 out of 10451054.5
May 1991Fair6 out of 10362055.4