SR2208 over LOVES CREEK
Map
Coordinates:
+35.71835, -79.4558335°43'06" N, 79°27'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR2208 over LOVES CREEK |
Structure number: | 000000000370183 |
Location: | 8O FT. MI. N. JCT. SR2110 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Year reconstructed: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 67.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Satisfactory | 3300 | 67.5 |
February 2016 | Fair | Fair | Fair | Satisfactory | 3300 | 68.0 |
February 2014 | Fair | Fair | Fair | Satisfactory | 3300 | 68.0 |
February 2012 | Fair | Fair | Fair | Fair | 3000 | 67.0 |
February 2010 | Fair | Fair | Fair | Satisfactory | 3300 | 68.0 |
February 2008 | Fair | Fair | Fair | Satisfactory | 1600 | 80.3 |
February 2006 | Fair | Fair | Fair | Satisfactory | 1600 | 80.3 |
February 2004 | Fair | Fair | Satisfactory | Satisfactory | 1200 | 91.3 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1800 | 92.3 |
April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 92.3 |
February 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 900 | 91.3 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 93.3 |