W COLONIAL TRAIL H over NS RAILWAY
Map
Coordinates:
+37.18975, -78.1922037°11'23" N, 78°11'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W COLONIAL TRAIL H over NS RAILWAY |
Structure number: | 000000000012816 |
Location: | .07 FR 360 & .31 TO 460 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 194.9 ft. [59.4 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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 [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: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,251 [as of 2014] |
Truck traffic: | 13% 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: | 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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 6251 | 94.4 |
January 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 6251 | 95.4 |
January 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 6202 | 95.4 |
January 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 6202 | 98.4 |
February 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 6202 | 99.4 |
January 2008 | Fair | Good | Satisfactory | Satisfactory | 6202 | 99.4 |
January 2006 | Good | Good | Good | Good | 7998 | 99.3 |
January 2004 | Good | Good | Good | Good | 7306 | 99.3 |
February 2002 | Fair | Fair | Satisfactory | Fair | 6910 | 87.2 |
February 2000 | Fair | Fair | Good | Fair | 2211 | 83.8 |
January 1998 | Fair | Fair | Good | Fair | 2150 | 83.8 |
January 1996 | Fair | Fair | Satisfactory | Fair | 3700 | 83.7 |
January 1994 | Good | Good | Very Good | Very Good | 5250 | 95.6 |
January 1992 | Good | Good | Very Good | Very Good | 4820 | 95.6 |
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. | 1,170 | 1,026 | 0 | 144 | 0 |
Steel Protective Coating | sq. ft. | 10,413 | 10,389 | 24 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,288 | 3,183 | 2,985 | 2,120 | 0 |
Wearing Surfaces | sq. ft. | 7,683 | 7,654 | 28 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 5 | 3 | 6 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 53 | 13 | 25 | 15 | 0 |
Reinforced Concrete Abutment | linear ft. | 152 | 114 | 1 | 37 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 185 | 92 | 42 | 51 | 0 |
Concrete Protective Coating | sq. ft. | 2,464 | 2,424 | 0 | 0 | 40 |
Joints |
Pourable Joint | linear ft. | 301 | 0 | 263 | 0 | 38 |
Bearings |
Elastomeric Bearing | each | 24 | 0 | 0 | 24 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 24 | 0 | 0 |
Fixed Bearing | each | 24 | 0 | 0 | 24 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 24 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 390 | 345 | 44 | 1 | 0 |