SR1104 over DEEP CREEK
Map
Coordinates:
+36.13482, -77.4854936°08'05" N, 77°29'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1104 over DEEP CREEK |
Structure number: | 000000000830078 |
Old structure number: | 000000000083078 (from 1992 edition) |
Location: | 0.6MI.S.JCT.SR1105 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 220 | 99.9 |
June 2015 | Good | Very Good | Very Good | Very Good | 220 | 99.9 |
October 2014 | Good | Very Good | Very Good | Very Good | 170 | 99.9 |
June 2013 | Poor | Fair | Fair | Poor | 170 | 39.8 |
June 2011 | Poor | Fair | Fair | Poor | 170 | 39.8 |
June 2009 | Fair | Fair | Fair | Fair | 240 | 41.3 |
September 2007 | Fair | Satisfactory | Satisfactory | Fair | 190 | 48.1 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 43.1 |
July 2004 | Fair | Good | Fair | Satisfactory | 220 | 40.7 |
August 2001 | Fair | Good | Fair | Satisfactory | 170 | 40.8 |
September 1999 | Fair | Good | Satisfactory | Satisfactory | 220 | 47.8 |
June 1997 | Fair | Good | Satisfactory | Satisfactory | 220 | 47.8 |
June 1995 | Poor | Satisfactory | Satisfactory | Serious | 200 | 40.8 |
June 1993 | Fair | Good | Satisfactory | Satisfactory | 130 | 47.9 |
January 1992 | Fair | Good | Satisfactory | Satisfactory | 150 | 47.9 |