Route 58 EBL over Hyco River
Map
Coordinates:
+36.66776, -78.7553536°40'04" N, 78°45'19" W
Facts
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] |
Latest Available Inspection: April 2018
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 |
Previous Inspections
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 |
Element Data
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 |