Rt 29 SBL Bypass over James River & CSX Rwy.
Map
Coordinates:
+37.39485, -79.0889737°23'41" N, 79°05'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rt 29 SBL Bypass over James River & CSX Rwy. |
Structure number: | 000000000025698 |
Location: | .00-Camp. CL/.00-Amh CL |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 171.9 ft. [52.4 m] |
Total length: | 2299.0 ft. [700.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | 15 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,022 [as of 2014] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 8022 | 97.3 |
November 2016 | Good | Good | Good | Good | 8022 | 97.3 |
November 2014 | Good | Good | Good | Good | 8000 | 97.3 |
November 2012 | Good | Good | Good | Good | 18000 | 96.3 |
November 2010 | Good | Good | Good | Good | 7577 | 97.3 |
November 2008 | Good | Good | Good | Good | 7577 | 97.3 |
November 2006 | Good | Good | Very Good | Very Good | 14244 | 96.7 |
November 2004 | Good | Very Good | Very Good | Very Good | - | 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. | 9,192 | 9,192 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 151,668 | 151,648 | 0 | 20 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 92,024 | 91,688 | 336 | 0 | 0 |
Wearing Surfaces | sq. ft. | 87,495 | 87,495 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 137 | 137 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 152 | 128 | 8 | 16 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 514 | 435 | 51 | 28 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 120 | 120 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 52 | 24 | 19 | 9 | 0 |
Steel Protective Coating | sq. ft. | 208 | 208 | 0 | 0 | 0 |
Fixed Bearing | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 64 | 64 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 4,596 | 3,934 | 662 | 0 | 0 |