VICTORY BLVD. over PARADISE CREEK

Map

Coordinates:
+36.80310, -76.30713
36°48'11" N, 76°18'26" W

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

Name:	VICTORY BLVD. over PARADISE CREEK
Structure number:	000000000021217
Location:	1.44 TO 17 /0.38 TO 337
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	180.1 ft. `[54.9 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	59.4 ft. `[18.1 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1944
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	8
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,062 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	56.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,316,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Fair	Fair	Fair	6062	56.5
January 2018	Poor	Fair	Fair	Poor	6062	41.9
April 2016	Fair	Fair	Fair	Fair	6062	41.8
April 2015	Poor	Fair	Fair	Poor	6062	22.6
April 2014	Poor	Fair	Fair	Poor	9000	18.3
May 2013	Poor	Fair	Fair	Poor	9000	18.3
May 2012	Poor	Fair	Fair	Poor	9000	18.3
May 2011	Poor	Fair	Fair	Poor	9000	18.3
May 2010	Poor	Fair	Fair	Poor	9000	18.3
May 2009	Poor	Fair	Fair	Poor	9000	18.3
June 2008	Poor	Fair	Fair	Poor	9000	22.3
July 2007	Poor	Fair	Fair	Poor	9000	22.3
August 2005	Fair	Fair	Fair	Fair	9000	42.4
July 2003	Fair	Fair	Fair	Fair	9000	42.4
June 2001	Fair	Satisfactory	Satisfactory	Satisfactory	9000	55.0
November 1999	Fair	Satisfactory	Good	Good	9000	53.0
September 1997	Fair	Satisfactory	Good	Good	8160	53.4
August 1995	Fair	Satisfactory	Good	Good	8160	56.2
August 1994	Good	Good	Good	Good	8160	61.8
August 1992	Good	Good	Good	Good	8160	61.8
May 1991	Fair	Satisfactory	Good	Satisfactory	8160	56.2