US17N over CHESAPEAKE ALBEMARLE RR
Map
Coordinates:
+36.08929, -76.5829136°05'21" N, 76°34'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US17N over CHESAPEAKE ALBEMARLE RR |
Structure number: | 000000000410039 |
Location: | 0.65 MI. E. OF US17BUS |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 101.1 ft. [30.8 m] |
Total length: | 245.1 ft. [74.7 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 59° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans 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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,750 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 4750 | 98.7 |
November 2016 | Fair | Fair | Good | Fair | 5000 | 86.4 |
November 2014 | Fair | Fair | Good | Fair | 5000 | 86.4 |
November 2012 | Good | Good | Good | Good | 4050 | 98.9 |
November 2010 | Good | Good | Very Good | Very Good | 3950 | 98.9 |
November 2008 | Good | Good | Very Good | Very Good | 4200 | 98.8 |
February 2007 | Good | Very Good | Very Good | Very Good | 2850 | 99.2 |
November 2004 | Good | Very Good | Very Good | Very Good | 2850 | 99.2 |
November 2002 | Good | Very Good | Very Good | Very Good | 3400 | 99.0 |
January 2001 | Good | Very Good | Very Good | Very Good | 2800 | 99.2 |
July 1999 | Good | Very Good | Very Good | Very Good | 2700 | 99.2 |
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. | 1,185 | 1 | 1,184 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,521 | 13,372 | 136 | 9 | 4 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,919 | 0 | 9,915 | 4 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 204 | 199 | 5 | 0 | 0 |
Prestressed Concrete Pile | each | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 318 | 318 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 316 | 237 | 79 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 29 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 490 | 0 | 490 | 0 | 0 |