Memorial Drive over Central Boulevard
Map
Coordinates:
+36.58852, -79.4110936°35'19" N, 79°24'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Memorial Drive over Central Boulevard |
Structure number: | 000000000020186 |
Location: | .03-Clev.St/.43-Primrose |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 186.0 ft. [56.7 m] |
Roadway width between curbs: | 94.2 ft. [28.7 m] |
Deck width edge-to-edge: | 99.1 ft. [30.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 7° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,791 [as of 2014] |
Truck traffic: | 2% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 8791 | 93.0 |
August 2015 | Good | Good | Good | Good | 8791 | 93.0 |
August 2013 | Good | Good | Good | Good | 13000 | 93.0 |
August 2011 | Good | Very Good | Very Good | Good | 11880 | 93.0 |
August 2009 | Good | Good | Good | Good | 11880 | 96.0 |
September 2007 | Good | Good | Good | Good | 11880 | 96.0 |
September 2005 | Good | Good | Good | Good | 11880 | 93.0 |
August 2003 | Good | Good | Good | Good | 11880 | 96.0 |
October 2001 | Good | Good | Good | Good | 11880 | 96.0 |
November 1999 | Good | Good | Good | Good | 11880 | 94.0 |
September 1997 | Good | Good | Good | Good | 11880 | 94.0 |
October 1995 | Fair | Very Good | Fair | Very Good | 11880 | 83.0 |
October 1993 | Fair | Fair | Good | Fair | 11880 | 81.0 |
August 1991 | Fair | Fair | Good | Fair | 11880 | 81.0 |
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. | 2,604 | 1,302 | 1,302 | 0 | 0 |
Steel Protective Coating | sq. ft. | 31,620 | 30,988 | 0 | 632 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 18,431 | 18,393 | 30 | 8 | 0 |
Wearing Surfaces | sq. ft. | 14,508 | 14,508 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 11 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 196 | 163 | 33 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 207 | 203 | 4 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 400 | 365 | 33 | 2 | 0 |
Bearings |
Movable Bearing | each | 42 | 12 | 0 | 30 | 0 |
Steel Protective Coating | sq. ft. | 126 | 42 | 0 | 84 | 0 |
Fixed Bearing | each | 42 | 41 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 126 | 42 | 0 | 84 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 372 | 371 | 0 | 1 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 345 | 345 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,976 | 2,976 | 0 | 0 | 0 |