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NB I-695 over 11th Street, S.E.
Map
Coordinates:
+38.87794, -76.99168
38°52'41" N, 76°59'30" W
+38.87794, -76.99168
38°52'41" N, 76°59'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NB I-695 over 11th Street, S.E. |
| Structure number: | 1432 |
| Location: | 11th Street, S.E. |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 165.0 ft. [50.3 m] |
| Total length: | 708.4 ft. [215.9 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2012 |
| 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: | Concrete continuous [2] |
| 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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100,600 [as of 2004] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 66.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Very Good | Very Good | 100600 | 66.0 |
| April 2015 | Good | Very Good | Very Good | Very Good | 100600 | 66.0 |
| December 2012 | Good | Very Good | Very Good | Very Good | 100600 | 81.2 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 3,583 | 3,583 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 58,471 | 58,471 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 37,513 | 37,513 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 100 | 91 | 9 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 211 | 211 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 102 | 0 | 102 | 0 | 0 |
| Assembly with Seal | each | 55 | 0 | 55 | 0 | 0 |
| Bearings | ||||||
| Pot Bearing | each | 35 | 35 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,405 | 1,405 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1646716
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646716