SWORDS ROAD over SWORDS ROAD (POND CREEK)

Map

Coordinates:
+38.79479, -83.07044
38°47'41" N, 83°04'14" W

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

Name:	SWORDS ROAD over SWORDS ROAD (POND CREEK)
Structure number:	7335032
Location:	00.01 MI. N OF CR49
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	61.0 ft. `[18.6 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	15.7 ft. `[4.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1959
Year reconstructed:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	26 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	35.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$122,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Fair	Good	26	35.1
December 2017	Fair	Satisfactory	Fair	Good	26	35.1
January 2017	Fair	Satisfactory	Fair	Good	26	35.1
December 2015	Fair	Satisfactory	Fair	Good	27	35.1
January 2015	Fair	Satisfactory	Fair	Good	27	35.1
November 2013	Fair	Satisfactory	Fair	Good	27	35.1
November 2012	Fair	Satisfactory	Fair	Good	27	35.1
January 2012	Fair	Good	Fair	Good	27	36.1
December 2010	Fair	Good	Fair	Good	27	25.3
November 2009	Fair	Good	Fair	Good	27	25.6
November 2008	Fair	Good	Satisfactory	Good	27	35.6
December 2007	Good	Good	Good	Good	27	35.6
November 2006	Good	Good	Good	Good	27	35.6
November 2005	Good	Good	Good	Good	27	35.6
November 2004	Good	Very Good	Good	Good	27	35.6
November 2002	Good	Excellent	Very Good	Very Good	150	32.5
November 2001	Good	Excellent	Very Good	Very Good	150	32.5
October 2000	Good	Excellent	Very Good	Very Good	150	32.5
October 1999	Good	Excellent	Very Good	Very Good	150	32.5
October 1998	Good	Good	Good	Good	150	32.5
December 1997	Good	Good	Good	Good	150	32.5
December 1995	Fair	Satisfactory	Good	Good	150	32.5
September 1994	Fair	Satisfactory	Good	Good	150	32.5
October 1993	Fair	Satisfactory	Good	Good	150	32.5
October 1992	Good	Good	Good	Good	150	32.5
September 1991	Good	Very Good	Very Good	Good	150	32.5