IS 664 SBL Ramp N over 35th Street
Map
Coordinates:
+36.98932, -76.4270936°59'22" N, 76°25'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 664 SBL Ramp N over 35th Street |
Structure number: | 000000000029495 |
Location: | 0.14 Mi Fr Huntington Ave |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 300.9 ft. [91.7 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,051 [as of 1996] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 |
---|
May 2017 | Fair | Good | Satisfactory | Satisfactory | 9051 | 98.0 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 9051 | 98.0 |
May 2013 | Fair | Good | Satisfactory | Satisfactory | 9051 | 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 |
Steel Girder/Beam | linear ft. | 1,505 | 1,430 | 75 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,547 | 14,770 | 777 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,302 | 8,302 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 33 | 11 | 22 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 100 | 85 | 10 | 5 | 0 |
Joints |
Strip Seal Joint | linear ft. | 28 | 0 | 28 | 0 | 0 |
Compression Joint | linear ft. | 56 | 44 | 12 | 0 | 0 |
Bearings |
Movable Bearing | each | 4 | 0 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 4 | 0 | 0 | 4 | 0 |
Fixed Bearing | each | 4 | 0 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 4 | 0 | 0 | 4 | 0 |
Pot Bearing | each | 23 | 0 | 0 | 23 | 0 |
Steel Protective Coating | sq. ft. | 23 | 0 | 0 | 23 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 602 | 451 | 150 | 1 | 0 |