Sylvan Hill Road over Horsepen Creek
Map
Coordinates:
+36.90687, -78.6525236°54'25" N, 78°39'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Sylvan Hill Road over Horsepen Creek |
Structure number: | 000000000004913 |
Location: | 0.13 to 606 / 1.27 to 612 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 111.6 ft. [34.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2017] |
Truck traffic: | 5% 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: | 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: | 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 90.7 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 264 | 86.2 |
July 2014 | Fair | Satisfactory | Satisfactory | Good | 235 | 90.7 |
July 2012 | Fair | Satisfactory | Satisfactory | Good | 235 | 90.7 |
July 2010 | Fair | Satisfactory | Satisfactory | Good | 235 | 92.4 |
July 2008 | Fair | Satisfactory | Satisfactory | Good | 235 | 92.4 |
October 2006 | Fair | Satisfactory | Satisfactory | Good | 398 | 87.8 |
September 2004 | Fair | Satisfactory | Satisfactory | Good | 391 | 87.7 |
September 2002 | Fair | Satisfactory | Satisfactory | Good | 423 | 86.7 |
October 2000 | Fair | Satisfactory | Good | Good | 334 | 87.8 |
August 1998 | Fair | Fair | Good | Satisfactory | 334 | 81.7 |
August 1996 | Fair | Fair | Good | Good | 438 | 80.6 |
September 1994 | Good | Good | Very Good | Good | 438 | 80.6 |
August 1992 | Good | Good | Very Good | Good | 432 | 80.6 |
August 1990 | Good | Good | Very Good | Very Good | 432 | 80.6 |