SR1105 over SECOND CREEK
Map
Coordinates:
+35.88402, -76.2518335°53'02" N, 76°15'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1105 over SECOND CREEK |
Structure number: | 000000001770018 |
Location: | .03MI.W. OF JCT.SR 1104 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 46.9 ft. [14.3 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Fair | 170 | 82.8 |
February 2016 | Fair | Satisfactory | Satisfactory | Fair | 210 | 82.7 |
February 2014 | Fair | Satisfactory | Satisfactory | Fair | 210 | 82.7 |
February 2012 | Fair | Fair | Satisfactory | Fair | 340 | 77.0 |
February 2010 | Fair | Fair | Satisfactory | Fair | 350 | 76.9 |
February 2008 | Fair | Satisfactory | Satisfactory | Fair | 230 | 82.7 |
March 2006 | Fair | Satisfactory | Satisfactory | Fair | 230 | 82.7 |
November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 93.7 |
March 2002 | Fair | Satisfactory | Satisfactory | Fair | 260 | 78.1 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 290 | 89.1 |
April 1998 | Fair | Satisfactory | Satisfactory | Fair | 290 | 78.0 |
February 1992 | Good | Good | Good | Good | 200 | 93.7 |