Route 58 EBL over Hyco River

Map

Coordinates:
+36.66776, -78.75535
36°40'04" N, 78°45'19" W

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

Name:	Route 58 EBL over Hyco River
Structure number:	000000000009159
Location:	0.01 Rt 730 / 1.85 Rt 732
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	57.1 ft. `[17.4 m]`
Total length:	282.2 ft. `[86.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	29.2 ft. `[8.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
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:	5
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,428 `[as of 2014]`
Truck traffic:	13% of total traffic
Deck condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	74.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,261,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Fair	Fair	2428	74.2
April 2016	Fair	Satisfactory	Fair	Fair	2428	75.2
April 2014	Fair	Satisfactory	Fair	Fair	5400	67.2
April 2012	Fair	Satisfactory	Fair	Fair	2728	68.6
April 2010	Fair	Satisfactory	Fair	Fair	2728	68.6
April 2008	Fair	Satisfactory	Fair	Fair	2728	68.6
April 2006	Fair	Satisfactory	Fair	Fair	2556	76.2
April 2004	Fair	Satisfactory	Satisfactory	Fair	2762	68.6
April 2002	Fair	Good	Satisfactory	Satisfactory	2675	82.2
May 2000	Fair	Good	Satisfactory	Satisfactory	2520	81.2
May 1998	Fair	Satisfactory	Fair	Satisfactory	2520	70.2
May 1996	Fair	Good	Fair	Satisfactory	2550	70.1
May 1995	Fair	Good	Good	Satisfactory	2550	81.3
April 1993	Fair	Good	Good	Satisfactory	2415	81.3
February 1991	Good	Good	Good	Good	3508	78.7

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.	1,401	556	840	5	0
Steel Protective Coating	sq. ft.	10,382	4,739	0	0	5,643
Deck
Reinforced Concrete Deck	sq. ft.	8,239	5,722	2,484	33	0
Wearing Surfaces	sq. ft.	7,869	7,630	239	0	0
Substructure
Reinforced Concrete Column	each	8	2	5	1	0
Reinforced Concrete Pier Wall	linear ft.	60	0	60	0	0
Reinforced Concrete Abutment	linear ft.	115	99	16	0	0
Reinforced Concrete Pier Cap	linear ft.	128	11	59	58	0
Joints
Compression Joint	linear ft.	197	71	97	29	0
Bearings
Movable Bearing	each	25	13	0	12	0
Steel Protective Coating	sq. ft.	75	0	37	38	0
Fixed Bearing	each	25	16	0	9	0
Steel Protective Coating	sq. ft.	75	0	37	38	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	564	529	35	0	0