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SR 164 EBL over APM Blvd
Map
Coordinates:
+36.86876, -76.36211
36°52'08" N, 76°21'44" W
+36.86876, -76.36211
36°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585147
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585147