MCKEE RD. over FORK BRANCH
Map
Coordinates:
+39.19893, -75.5775439°11'56" N, 75°34'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MCKEE RD. over FORK BRANCH |
Structure number: | 2156A156 |
Location: | NORTH DOVER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,226 [as of 2017] |
Truck traffic: | 9% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 6226 | 94.4 |
November 2016 | Good | Good | Good | Good | 5968 | 94.4 |
November 2014 | Good | Good | Good | Good | 3602 | 95.7 |
November 2012 | Good | Good | Good | Good | 3308 | 95.7 |
October 2010 | Good | Good | Good | Good | 1163 | 96.9 |
October 2008 | Good | Good | Good | Good | 4733 | 95.6 |
October 2006 | Good | Good | Good | Good | 4861 | 95.5 |
September 2004 | Fair | Good | Good | Satisfactory | 1239 | 96.7 |
November 2002 | Fair | Good | Good | Satisfactory | 3290 | 95.2 |
August 2001 | Fair | Good | Good | Satisfactory | 3004 | 95.3 |
November 2000 | Poor | Serious | Serious | Satisfactory | 3004 | 47.2 |
September 1999 | Poor | Serious | Serious | Satisfactory | 2939 | 47.3 |
September 1998 | Poor | - | Poor | Good | 2691 | 69.0 |
October 1996 | Fair | - | Satisfactory | Good | 2598 | 96.4 |
December 1994 | Good | - | Good | Very Good | 2452 | 97.4 |
October 1992 | Good | - | Very Good | Very Good | 3213 | 97.3 |
October 1990 | Good | Very Good | Very Good | Very Good | 1846 | 98.6 |