14TH ST NB&SB& over LANE C & C1 I-395
Map
Coordinates:
+38.87924, -77.0362138°52'45" N, 77°02'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 14TH ST NB&SB& over LANE C & C1 I-395 |
Structure number: | 1134 |
Location: | 14TH ST NB&SB OVER I- |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 99.1 ft. [30.2 m] |
Deck width edge-to-edge: | 106.0 ft. [32.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 95,000 [as of 2007] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 70.0 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $900,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Satisfactory | 95000 | 70.0 |
December 2016 | Fair | Satisfactory | Fair | Satisfactory | 95000 | 70.0 |
November 2014 | Fair | Satisfactory | Fair | Satisfactory | 95000 | 70.0 |
November 2012 | Fair | Fair | Fair | Satisfactory | 95000 | 69.0 |
March 2011 | Fair | Fair | Satisfactory | Satisfactory | 95000 | 80.0 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 95000 | 81.0 |
January 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 95000 | 81.0 |
January 2005 | Fair | Good | Satisfactory | Satisfactory | 95000 | 81.0 |
February 2003 | Fair | Good | Satisfactory | Satisfactory | 95000 | 81.0 |
January 2001 | Fair | Good | Satisfactory | Satisfactory | 95000 | 81.0 |
August 1998 | Fair | Good | Good | Satisfactory | 95000 | 78.0 |
November 1996 | Fair | Good | Good | Satisfactory | 95000 | 78.0 |
May 1993 | Fair | Good | Good | Satisfactory | 95000 | 78.0 |
December 1990 | Good | Good | Good | Good | 95000 | 78.0 |
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. | 3,052 | 242 | 2,795 | 15 | 0 |
Steel Protective Coating | sq. ft. | 24,416 | 24,412 | 0 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,023 | 18,942 | 63 | 18 | 0 |
Wearing Surfaces | sq. ft. | 22,763 | 22,148 | 600 | 15 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 225 | 200 | 25 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 328 | 319 | 3 | 6 | 0 |
Joints |
Compression Joint | linear ft. | 305 | 175 | 0 | 128 | 2 |
Assembly without Seal Joint | linear ft. | 375 | 46 | 55 | 274 | 0 |
Bearings |
Movable Bearing | each | 40 | 14 | 5 | 20 | 1 |
Steel Protective Coating | sq. ft. | 40 | 40 | 0 | 0 | 0 |
Fixed Bearing | each | 20 | 20 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 343 | 0 | 343 | 0 | 0 |
Steel Protective Coating | sq. ft. | 200 | 0 | 0 | 200 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 518 | 498 | 20 | 0 | 0 |