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IS 664 SBL Ramp F over IS 664 Ramp P & CSX RR
Map
Coordinates:
+36.98154, -76.42541
36°58'54" N, 76°25'31" W
+36.98154, -76.42541
36°58'54" N, 76°25'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | IS 664 SBL Ramp F over IS 664 Ramp P & CSX RR |
| Structure number: | 000000000029305 |
| Location: | 0.0 Mi From 26th Street |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 157.2 ft. [47.9 m] |
| Total length: | 496.1 ft. [151.2 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: | 13.1 ft. [4.0 m] |
| 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: | 4 |
| 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: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 2009] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 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: | 92.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Good | Good | Satisfactory | 10000 | 92.0 |
| October 2015 | Fair | Good | Good | Satisfactory | 10000 | 93.0 |
| October 2013 | Fair | Good | Good | Satisfactory | 10000 | 93.0 |
| October 2011 | Fair | Good | Good | Satisfactory | 10000 | 99.1 |
| October 2009 | Fair | Good | Satisfactory | Good | 10000 | 88.9 |
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. | 3,598 | 3,272 | 326 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 37,807 | 29,375 | 0 | 8,432 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 17,210 | 16,783 | 423 | 4 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 11 | 11 | 0 | 0 | 0 |
| Reinforced Concrete Pier Wall | linear ft. | 94 | 89 | 0 | 5 | 0 |
| Reinforced Concrete Abutment | linear ft. | 57 | 16 | 4 | 37 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 153 | 144 | 9 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 117 | 0 | 104 | 6 | 7 |
| Compression Joint | linear ft. | 82 | 0 | 71 | 11 | 0 |
| Bearings | ||||||
| Disk Bearing | each | 36 | 0 | 36 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 36 | 0 | 0 | 36 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 1,008 | 490 | 352 | 166 | 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/1585405
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585405