NFA A328 over BEECH LOG CREEK

Map

Coordinates:
+36.09538, -86.14045
36°05'43" N, 86°08'26" W

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

Name:	NFA A328 over BEECH LOG CREEK
Structure number:	950A3280001
Location:	0.1 SOUTH OF SR26
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	10°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1914
Year reconstructed:	1986
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Arch - Deck `[11]`
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:	1,210 `[as of 2019]`
Truck traffic:	2% 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	76.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$259,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	1210	76.6
May 2016	Good	Good	Good	Good	1210	76.6
May 2014	Good	Good	Good	Good	1210	76.6
May 2012	Good	Good	Good	Good	1210	76.6
June 2010	Good	Good	Good	Good	1210	79.6
June 2008	Good	Good	Good	Good	1210	79.6
June 2006	Good	Good	Good	Good	1210	79.6
July 2004	Good	Good	Good	Good	1210	79.6
June 2002	Good	Good	Good	Good	1210	79.6
September 2000	Good	Good	Good	Good	1210	79.6
August 1998	Good	Good	Good	Good	1210	79.6
July 1996	Good	Good	Good	Good	300	74.9
June 1994	Good	Good	Good	Good	300	73.4
August 1992	Good	Good	Good	Good	300	73.4
August 1990	Good	Good	Good	Good	300	73.4