Horsey Road over Holdens Creek
Map
Coordinates:
+37.92779, -75.6048337°55'40" N, 75°36'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Horsey Road over Holdens Creek |
Structure number: | 000000000000381 |
Location: | 0.20 fr 701/1.40 to 693 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 850 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Very Good | 850 | 92.4 |
September 2016 | Fair | Satisfactory | Satisfactory | Very Good | 850 | 92.4 |
September 2014 | Fair | Satisfactory | Satisfactory | Very Good | 690 | 98.7 |
September 2012 | Fair | Satisfactory | Satisfactory | Very Good | 690 | 98.7 |
October 2010 | Fair | Satisfactory | Good | Very Good | 690 | 98.7 |
March 2009 | Fair | Satisfactory | Good | Very Good | 690 | 98.7 |
February 2007 | Fair | Satisfactory | Good | Very Good | 809 | 92.4 |
December 2004 | Fair | Satisfactory | Good | Very Good | 754 | 92.4 |
October 2002 | Fair | Satisfactory | Good | Very Good | 682 | 98.7 |
November 2000 | Good | Very Good | Good | Very Good | 877 | 92.4 |
September 1998 | Fair | Satisfactory | Very Good | Very Good | 877 | 92.4 |
September 1996 | Good | Very Good | Very Good | Very Good | 740 | 98.7 |
September 1994 | Good | Very Good | Very Good | Very Good | 740 | 98.7 |
November 1992 | Good | Very Good | Very Good | Very Good | 741 | 98.7 |
October 1990 | Good | Very Good | Very Good | Very Good | 741 | 98.7 |