Central Blvd. over Dan River

Map

Coordinates:
+36.58951, -79.41208
36°35'22" N, 79°24'43" W

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

Name:	Central Blvd. over Dan River
Structure number:	000000000020182
Location:	0.12 Rt 86 / 0.02 Rt 58
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	470.2 ft. `[143.3 m]`
Roadway width between curbs:	82.0 ft. `[25.0 m]`
Deck width edge-to-edge:	86.9 ft. `[26.5 m]`
Skew angle:	15°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1970
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	30,056 `[as of 2014]`
Truck traffic:	2% 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:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	93.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Good	Satisfactory	Satisfactory	30056	93.7
October 2015	Fair	Good	Satisfactory	Satisfactory	30056	93.7
October 2013	Fair	Good	Satisfactory	Satisfactory	30000	94.7
May 2011	Fair	Good	Satisfactory	Satisfactory	42090	93.0
May 2009	Fair	Good	Satisfactory	Satisfactory	42090	93.0
May 2007	Good	Good	Good	Good	42090	93.0
May 2005	Fair	Satisfactory	Satisfactory	Satisfactory	42090	93.0
June 2003	Fair	Satisfactory	Satisfactory	Satisfactory	42090	92.0
June 2001	Fair	Satisfactory	Good	Good	42090	92.0
May 1999	Fair	Satisfactory	Good	Good	42090	91.0
June 1997	Good	Good	Good	Good	42090	91.0
June 1995	Good	Good	Good	Good	42090	90.6
October 1993	Good	Good	Good	Good	42090	90.6
August 1991	Good	Good	Good	Good	42090	90.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	5,640	4,793	846	1	0
Steel Protective Coating	sq. ft.	87,420	0	74,307	0	13,113
Deck
Reinforced Concrete Deck	sq. ft.	40,874	39,729	1,140	5	0
Wearing Surfaces	sq. ft.	38,561	38,561	0	0	0
Substructure
Reinforced Concrete Column	each	15	14	1	0	0
Reinforced Concrete Pier Wall	linear ft.	192	192	0	0	0
Reinforced Concrete Abutment	linear ft.	212	208	4	0	0
Reinforced Concrete Pier Cap	linear ft.	270	266	4	0	0
Joints
Compression Joint	linear ft.	180	0	180	0	0
Bearings
Movable Bearing	each	48	0	39	9	0
Steel Protective Coating	sq. ft.	144	0	141	3	0
Fixed Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	36	0	0	36	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	940	929	11	0	0
Reinforced Concrete Bridge Rail	linear ft.	940	940	0	0	0
Concrete Protective Coating	sq. ft.	1,880	1,880	0	0	0