Route 15 (29) Bus. over Route 29 Bypass
Map
Coordinates:
+38.48910, -77.9373938°29'21" N, 77°56'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 15 (29) Bus. over Route 29 Bypass |
Structure number: | 000000000005572 |
Location: | 3.10FR229&7.20TOFauq CL |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 113.9 ft. [34.7 m] |
Total length: | 227.0 ft. [69.2 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 84.0 ft. [25.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 42° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Year reconstructed: | 1993 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,541 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 10541 | 95.0 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 10541 | 95.0 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 11067 | 94.9 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 11067 | 94.9 |
July 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 11067 | 93.9 |
July 2007 | Fair | Satisfactory | Satisfactory | Good | 12088 | 95.6 |
July 2005 | Fair | Satisfactory | Good | Satisfactory | 10697 | 97.0 |
August 2003 | Fair | Good | Good | Satisfactory | 9212 | 97.4 |
July 2001 | Fair | Good | Good | Satisfactory | 8608 | 97.6 |
July 1999 | Fair | Good | Good | Satisfactory | 14000 | 94.1 |
July 1997 | Fair | Good | Good | Satisfactory | 14000 | 94.1 |
July 1995 | Fair | Very Good | Good | Satisfactory | 9820 | 95.1 |
August 1993 | Fair | Very Good | Good | Satisfactory | 9820 | 95.1 |
July 1991 | Fair | Fair | Good | Satisfactory | 9820 | 94.0 |
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. | 2,700 | 2,700 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,068 | 17,924 | 1,144 | 0 | 0 |
Wearing Surfaces | sq. ft. | 19,068 | 0 | 19,068 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 3 | 0 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 226 | 177 | 30 | 19 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 115 | 81 | 14 | 20 | 0 |
Joints |
Pourable Joint | linear ft. | 122 | 122 | 0 | 0 | 0 |
Compression Joint | linear ft. | 176 | 176 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 48 | 0 | 48 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 12 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 24 | 22 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 454 | 429 | 25 | 0 | 0 |