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Ramp to WB I-695 over Exit Ramp to 9th Street
Map
Coordinates:
+38.87875, -76.99336
38°52'43" N, 76°59'36" W
+38.87875, -76.99336
38°52'43" N, 76°59'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Ramp to WB I-695 over Exit Ramp to 9th Street |
| Structure number: | 1436 |
| Location: | I-695 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 86.0 ft. [26.2 m] |
| Total length: | 92.9 ft. [28.3 m] |
| Roadway width between curbs: | 34.8 ft. [10.6 m] |
| Deck width edge-to-edge: | 37.7 ft. [11.5 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| 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: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,720 [as of 2004] |
| Truck traffic: | 4% 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: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 91.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Very Good | Very Good | Very Good | 26720 | 91.4 |
| June 2015 | Good | Very Good | Very Good | Very Good | 26720 | 91.4 |
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. | 538 | 538 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 5,006 | 5,006 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,516 | 3,516 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 88 | 56 | 32 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 53 | 53 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 186 | 186 | 0 | 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/1683286
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1683286