W GREAT NECK RD over LONG CREEK CA. & BR.BY R
Map
Coordinates:
+36.90248, -76.0681836°54'09" N, 76°04'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W GREAT NECK RD over LONG CREEK CA. & BR.BY R |
Structure number: | 000000000022180 |
Location: | 0.47 TO 60 /0.12AD KEEL R |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 881.9 ft. [268.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Vertical clearance below bridge: | 32.8 ft. [10.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 16 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,297 [as of 1989] |
Truck traffic: | 1% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 66.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $4,005,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 66.9 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
January 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
January 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
January 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 6297 | 74.2 |
January 2005 | Fair | Good | Satisfactory | Satisfactory | 6297 | 74.2 |
January 2003 | Fair | Good | Satisfactory | Satisfactory | 6297 | 42.6 |
January 2001 | Fair | Good | Satisfactory | Satisfactory | 6297 | 42.6 |
January 1999 | Fair | Good | Satisfactory | Satisfactory | 6297 | 42.6 |
January 1997 | Fair | Good | Satisfactory | Satisfactory | 6297 | 42.6 |
November 1994 | Fair | Good | Satisfactory | Fair | 6297 | 32.3 |
November 1992 | Fair | Good | Satisfactory | Good | 6297 | 43.0 |
November 1990 | Fair | Good | Satisfactory | Good | 6297 | 43.0 |