SR1100 over HUNTER CREEK
Map
Coordinates:
+34.79595, -77.1281834°47'45" N, 77°07'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1100 over HUNTER CREEK |
Structure number: | 000000001030059 |
Old structure number: | 000000000103059 (from 1992 edition) |
Location: | 1.0 MI.SE. OF JCT.NC58 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 470 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 85.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Good | Satisfactory | 470 | 85.5 |
November 2016 | Fair | Good | Good | Satisfactory | 470 | 88.9 |
November 2014 | Fair | Good | Good | Satisfactory | 470 | 88.9 |
November 2012 | Good | Good | Good | Good | 380 | 89.9 |
November 2010 | Good | Very Good | Very Good | Very Good | 280 | 89.9 |
November 2008 | Good | Very Good | Very Good | Very Good | 320 | 89.9 |
December 2006 | Good | Very Good | Very Good | Very Good | 330 | 89.9 |
November 2004 | Good | Very Good | Very Good | Very Good | 330 | 89.9 |
November 2002 | Good | Very Good | Very Good | Very Good | 800 | 82.8 |
February 2001 | Good | Very Good | Very Good | Very Good | 800 | 96.1 |
November 1998 | Good | Very Good | Very Good | Very Good | 800 | 96.1 |
November 1996 | Good | Very Good | Very Good | Very Good | 800 | 96.1 |
December 1994 | Good | Very Good | Very Good | Very Good | 800 | 96.1 |
October 1993 | Good | Very Good | Very Good | Very Good | 800 | 96.1 |
November 1992 | Poor | Poor | Fair | Fair | 2400 | 23.4 |
November 1990 | Fair | Fair | Fair | Fair | 800 | 28.1 |