NAMOZINE ROAD over SWEATHOUSE CREEK
Map
Coordinates:
+37.25432, -77.8643437°15'16" N, 77°51'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NAMOZINE ROAD over SWEATHOUSE CREEK |
Structure number: | 000000000026808 |
Location: | 0.60 Fr 153 & 1.11 To 708 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 179 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Very Good | Good | 179 | 98.9 |
October 2016 | Good | Good | Good | Good | 179 | 98.9 |
October 2014 | Good | Good | Good | Good | 168 | 98.9 |
October 2012 | Good | Good | Good | Good | 168 | 98.9 |
October 2010 | Good | Good | Good | Good | 168 | 98.9 |
November 2008 | Good | Good | Good | Good | 168 | 98.9 |
November 2006 | Good | Excellent | Excellent | Excellent | 165 | 98.9 |
November 2004 | Good | Excellent | Excellent | Excellent | 165 | 98.9 |