DOUBLE HILL ROAD over WATTS CREEK
Map
Coordinates:
+38.85749, -75.8153438°51'27" N, 75°48'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DOUBLE HILL ROAD over WATTS CREEK |
Structure number: | 200000CO0027010 |
Location: | 0.47 MI NE OF MD 404 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1913 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 439 [as of 2018] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 41.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $29,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Fair | Poor | Fair | 439 | 41.3 |
January 2016 | Fair | Fair | Fair | Fair | 439 | 54.3 |
January 2014 | Fair | Fair | Fair | Fair | 439 | 54.3 |
January 2012 | Fair | Fair | Fair | Fair | 439 | 51.9 |
January 2010 | Fair | Fair | Fair | Fair | 418 | 51.9 |
January 2008 | Fair | Fair | Fair | Fair | 150 | 59.5 |
January 2006 | Fair | Fair | Fair | Fair | 150 | 59.5 |
January 2004 | Fair | Fair | Fair | Fair | 150 | 59.5 |
January 2002 | Fair | Fair | Fair | Fair | 131 | 60.5 |
January 2000 | Fair | Satisfactory | Fair | Fair | 131 | 62.5 |
January 1998 | Fair | Satisfactory | Fair | Fair | 131 | 59.5 |
February 1996 | Fair | Satisfactory | Fair | Fair | 131 | 59.5 |
October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 131 | 71.5 |
October 1991 | Fair | Satisfactory | Good | Satisfactory | 131 | 55.8 |