US13S US158S over BUCKHORN CREEK
Map
Coordinates:
+36.41667, -76.9000036°25'00" N, 76°54'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13S US158S over BUCKHORN CREEK |
Structure number: | 000000000730112 |
Location: | 0.05 MI. S. JCT. SR1128 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 690 [as of 2012] |
Truck traffic: | 14% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 690 | 99.9 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 540 | 540 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,320 | 4,245 | 0 | 75 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 140 | 140 | 0 | 0 | 0 |
Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 92 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 111 | 108 | 3 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 111 | 111 | 0 | 0 | 0 |