RTE.0003 E.W.CONN. over CSX RAILWAY;SERVICE RD
Map
Coordinates:
+38.28959, -77.4620038°17'23" N, 77°27'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE.0003 E.W.CONN. over CSX RAILWAY;SERVICE RD |
Structure number: | 000000000023945 |
Location: | 0.6M RTE1- |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 248.0 ft. [75.6 m] |
Roadway width between curbs: | 85.0 ft. [25.9 m] |
Deck width edge-to-edge: | 91.2 ft. [27.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 39,746 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Good | Good | 39746 | 92.4 |
February 2016 | Fair | Satisfactory | Good | Good | 39746 | 92.4 |
February 2014 | Fair | Satisfactory | Good | Good | 35709 | 93.0 |
February 2012 | Fair | Satisfactory | Good | Good | 35709 | 95.0 |
March 2010 | Fair | Satisfactory | Good | Good | 35709 | 95.0 |
April 2008 | Fair | Satisfactory | Good | Good | 35709 | 95.0 |
May 2006 | Fair | Satisfactory | Good | Good | 35141 | 95.1 |
July 2004 | Fair | Satisfactory | Good | Good | 31199 | 95.6 |
July 2002 | Fair | Satisfactory | Good | Good | 26000 | 96.3 |
June 2000 | Good | Good | Good | Good | 26000 | 96.3 |
July 1998 | Good | Good | Good | Good | 26000 | 96.3 |
February 1997 | Good | Very Good | Very Good | Very Good | 26000 | 96.3 |
September 1994 | Good | Very Good | Excellent | Excellent | 26000 | 96.1 |
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. | 2,976 | 2,832 | 144 | 0 | 0 |
Steel Protective Coating | sq. ft. | 26,040 | 0 | 26,040 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,622 | 11,311 | 11,311 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 10 | 1 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 93 | 67 | 24 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 186 | 155 | 26 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 186 | 147 | 39 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 455 | 144 | 140 | 30 | 141 |
Bearings |
Movable Bearing | each | 48 | 0 | 36 | 12 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 36 | 12 | 0 |
Fixed Bearing | each | 48 | 0 | 36 | 12 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 36 | 12 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 744 | 620 | 124 | 0 | 0 |