IS 664 SBL Ramp H over CSX RR & 664 SBL Ramp G
Map
Coordinates:
+36.97883, -76.4252536°58'44" N, 76°25'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IS 664 SBL Ramp H over CSX RR & 664 SBL Ramp G |
Structure number: | 000000000029406 |
Location: | 0.8 Mi Fr Rte 60 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 145.0 ft. [44.2 m] |
Total length: | 585.0 ft. [178.3 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: | 5 |
Main spans material: | Steel continuous [4] |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 1996] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Good | Satisfactory | 6000 | 93.0 |
May 2015 | Fair | Satisfactory | Good | Satisfactory | 6000 | 98.0 |
May 2013 | Fair | Satisfactory | Good | Satisfactory | 6000 | 99.0 |
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. | 3,385 | 3,373 | 1 | 11 | 0 |
Steel Protective Coating | sq. ft. | 37,068 | 37,068 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,773 | 16,344 | 1,800 | 1,629 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 60 | 5 | 55 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 50 | 16 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 154 | 100 | 36 | 18 | 0 |
Joints |
Strip Seal Joint | linear ft. | 67 | 33 | 0 | 34 | 0 |
Compression Joint | linear ft. | 34 | 0 | 0 | 0 | 34 |
Bearings |
Movable Bearing | each | 8 | 3 | 1 | 4 | 0 |
Steel Protective Coating | sq. ft. | 8 | 7 | 0 | 1 | 0 |
Fixed Bearing | each | 8 | 8 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 8 | 0 | 0 | 0 |
Pot Bearing | each | 16 | 14 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16 | 14 | 0 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,170 | 1,170 | 0 | 0 | 0 |