Orange Ave over Tinker Creek

Map

Coordinates:
+37.28396, -79.91987
37°17'02" N, 79°55'12" W

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

Name:	Orange Ave over Tinker Creek
Structure number:	000000000021729
Location:	0030115 0071GUS NICK
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	36.4 ft. `[11.1 m]`
Total length:	108.9 ft. `[33.2 m]`
Roadway width between curbs:	65.9 ft. `[20.1 m]`
Deck width edge-to-edge:	82.7 ft. `[25.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	41,000 `[as of 2017]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	84.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$116,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Good	Satisfactory	Satisfactory	41000	84.3
August 2016	Good	Good	Good	Good	40337	84.4
August 2014	Fair	Satisfactory	Satisfactory	Fair	41000	73.8
August 2012	Fair	Satisfactory	Satisfactory	Fair	41000	73.8
August 2010	Fair	Satisfactory	Satisfactory	Fair	47270	72.1
August 2008	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
August 2006	Fair	Satisfactory	Satisfactory	Fair	47270	73.1
August 2005	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
August 2004	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
September 2003	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
September 2002	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
September 2001	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
September 2000	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
August 1999	Fair	Satisfactory	Satisfactory	Fair	47270	75.1
September 1998	Fair	Satisfactory	Good	Fair	47270	75.1
October 1997	Fair	Satisfactory	Good	Fair	47270	75.1
August 1996	Fair	Satisfactory	Good	Fair	47270	75.1
September 1995	Fair	Satisfactory	Good	Fair	19880	82.8
September 1994	Fair	Satisfactory	Good	Fair	19880	62.2
October 1993	Fair	Fair	Good	Fair	19880	61.1
October 1992	Fair	Fair	Good	Fair	19880	61.1
October 1991	Fair	Fair	Good	Fair	19880	59.1

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,526	1,431	90	5	0
Deck
Reinforced Concrete Deck	sq. ft.	9,011	8,428	583	0	0
Wearing Surfaces	sq. ft.	7,194	5,668	1,526	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	168	128	28	12	0
Reinforced Concrete Abutment	linear ft.	170	93	74	3	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	208	0	182	24	2
Reinforced Concrete Bridge Rail	linear ft.	10	10	0	0	0