Anderson Drive over WOODS CREEK

Map

Coordinates:
+37.79241, -79.43774
37°47'33" N, 79°26'16" W

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

Name:	Anderson Drive over WOODS CREEK
Structure number:	000000000020484
Location:	.38-LETCHER AV & .17-END
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	78.7 ft. `[24.0 m]`
Total length:	81.0 ft. `[24.7 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	14.8 ft. `[4.5 m]`
Skew angle:	34°
Owner:	State Highway Agency `[01]`
Year built:	1957
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	903 `[as of 1986]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	52.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Very Good	Satisfactory	Good	903	52.7
March 2017	Fair	Very Good	Satisfactory	Good	903	48.0
March 2015	Fair	Very Good	Satisfactory	Good	903	48.0
March 2014	Fair	Very Good	Satisfactory	Good	903	48.0
March 2013	Fair	Excellent	Satisfactory	Good	903	48.0
March 2012	Fair	Excellent	Satisfactory	Good	903	48.0
March 2011	Fair	Satisfactory	Fair	Good	903	37.9
March 2009	Fair	Satisfactory	Fair	Good	903	37.9
May 2008	Fair	Satisfactory	Fair	Good	903	37.9
June 2007	Fair	Satisfactory	Fair	Good	903	37.9
March 2006	Fair	Satisfactory	Fair	Good	903	37.9
April 2004	Fair	Satisfactory	Fair	Good	903	37.9
March 2003	Fair	Satisfactory	Fair	Good	903	37.9
March 2002	Fair	Satisfactory	Fair	Good	903	37.9
April 2001	Fair	Good	Fair	Good	903	37.9
April 2000	Fair	Good	Satisfactory	Good	903	48.3
March 1999	Fair	Good	Satisfactory	Good	903	48.3
April 1998	Fair	Good	Satisfactory	Good	903	48.3
April 1997	Fair	Good	Satisfactory	Good	903	48.3
April 1996	Fair	Good	Satisfactory	Good	903	48.3
March 1995	Fair	Good	Satisfactory	Good	903	48.3
May 1994	Fair	Good	Satisfactory	Good	903	48.3
March 1993	Fair	Good	Satisfactory	Good	903	48.3
March 1992	Fair	Good	Satisfactory	Good	903	48.3
March 1991	Fair	Good	Satisfactory	Good	903	48.3