SR 164 EBL over APM Blvd
Map
Coordinates:
+36.86876, -76.3621136°52'08" N, 76°21'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 164 EBL over APM Blvd |
Structure number: | 000000000028239 |
Location: | 0.90 From Cedar Lane |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 97.1 ft. [29.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,735 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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 desirable criteria [8] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Good | 22735 | 98.0 |
November 2016 | Fair | Satisfactory | Good | Good | 22735 | 97.0 |
November 2014 | Fair | Satisfactory | Good | Good | 11337 | 98.0 |
November 2012 | Fair | Satisfactory | Good | Good | 11337 | 98.0 |
November 2010 | Fair | Satisfactory | Good | Very Good | 11337 | 98.0 |
December 2008 | Fair | Satisfactory | Very Good | Very Good | 11337 | 98.0 |
November 2006 | Good | Very Good | Very Good | Very Good | 11337 | 98.0 |
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. | 485 | 478 | 5 | 2 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,389 | 4,195 | 194 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 91 | 91 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 91 | 0 | 91 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 194 | 175 | 19 | 0 | 0 |