INTERSTATE 264 over ELM AVENUE
Map
Coordinates:
+36.82936, -76.3129036°49'46" N, 76°18'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 264 over ELM AVENUE |
Structure number: | 000000000021244 |
Location: | 1.32 MI FROM INT US 17 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 146.0 ft. [44.5 m] |
Roadway width between curbs: | 123.4 ft. [37.6 m] |
Deck width edge-to-edge: | 130.3 ft. [39.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: | 3 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 55,857 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Fair | Fair | 55857 | 69.0 |
May 2015 | Fair | Fair | Fair | Fair | 55857 | 68.0 |
May 2013 | Fair | Satisfactory | Satisfactory | Fair | 69903 | 69.0 |
September 2011 | Fair | Satisfactory | Satisfactory | Fair | 69903 | 69.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Fair | 69903 | 69.0 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 73310 | 80.0 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 75552 | 80.0 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 69173 | 80.0 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 63865 | 80.0 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 61363 | 80.0 |
December 1997 | Fair | Satisfactory | Satisfactory | Good | 70000 | 80.0 |
December 1995 | Fair | Satisfactory | Good | Good | 56150 | 80.0 |
November 1993 | Fair | Satisfactory | Good | Good | 56150 | 78.6 |
November 1991 | Fair | Fair | Fair | Good | 56150 | 66.6 |
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. | 2,774 | 1,225 | 1,458 | 91 | 0 |
Steel Protective Coating | sq. ft. | 24,689 | 20,065 | 0 | 4,552 | 72 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,995 | 18,940 | 55 | 0 | 0 |
Wearing Surfaces | sq. ft. | 18,002 | 17,116 | 886 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 308 | 142 | 75 | 91 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 252 | 252 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 530 | 530 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 57 | 0 | 43 | 14 | 0 |
Steel Protective Coating | sq. ft. | 57 | 0 | 0 | 57 | 0 |
Fixed Bearing | each | 57 | 0 | 56 | 1 | 0 |
Steel Protective Coating | sq. ft. | 57 | 0 | 0 | 57 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 584 | 453 | 128 | 3 | 0 |