SR1004 over ISLAND CREEK
Map
Coordinates:
+35.02709, -77.1347435°01'38" N, 77°08'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1004 over ISLAND CREEK |
Structure number: | 000000001030020 |
Old structure number: | 000000000103020 (from 1992 edition) |
Location: | 5.0 MI.E.JCT.SR1110 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,900 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | 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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 1900 | 91.9 |
November 2016 | Good | Very Good | Very Good | Very Good | 1900 | 90.2 |
November 2014 | Good | Very Good | Very Good | Very Good | 1900 | 90.2 |
September 2013 | Good | Very Good | Very Good | Very Good | 1900 | 90.2 |
November 2012 | Fair | Fair | Fair | Fair | 2300 | 18.0 |
November 2010 | Fair | Fair | Fair | Fair | 1500 | 48.8 |
November 2008 | Fair | Fair | Fair | Satisfactory | 1600 | 48.2 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 57.4 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 57.4 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1400 | 56.9 |
February 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 56.4 |
November 1998 | Fair | Good | Satisfactory | Satisfactory | 700 | 65.8 |
November 1996 | Fair | Good | Satisfactory | Satisfactory | 600 | 66.2 |
November 1994 | Fair | Good | Satisfactory | Satisfactory | 700 | 61.8 |
November 1992 | Fair | Good | Good | Satisfactory | 700 | 65.8 |
November 1990 | Fair | Good | Good | Satisfactory | 700 | 69.6 |