SR1011 over HAW RIVER
Map
Coordinates:
+35.61637, -79.0570735°36'59" N, 79°03'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1011 over HAW RIVER |
Structure number: | 000000000370419 |
Old structure number: | 000000000037419 (from 1992 edition) |
Location: | 0.3 MI.E.JCT.SR1927 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 401.9 ft. [122.5 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,600 [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: | 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 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: | 95.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 2600 | 95.2 |
January 2016 | Good | Good | Good | Good | 2600 | 96.5 |
January 2014 | Good | Good | Good | Good | 2600 | 96.5 |
January 2012 | Good | Good | Good | Good | 2300 | 96.5 |
January 2010 | Fair | Satisfactory | Very Good | Good | 2700 | 96.5 |
February 2008 | Fair | Satisfactory | Very Good | Good | 2900 | 92.7 |
February 2006 | Fair | Satisfactory | Very Good | Good | 2900 | 92.7 |
February 2004 | Fair | Satisfactory | Very Good | Very Good | 4000 | 92.6 |
April 2002 | Fair | Satisfactory | Very Good | Very Good | 4000 | 92.6 |
April 2000 | Fair | Satisfactory | Very Good | Very Good | 3200 | 92.7 |
November 1999 | Good | Excellent | Excellent | Excellent | 3200 | 92.7 |
February 1998 | Poor | Poor | Serious | Fair | 2800 | 17.2 |
February 1996 | Poor | Poor | Serious | Satisfactory | 3000 | 17.8 |
January 1994 | Poor | Poor | Serious | Fair | 2800 | 21.9 |
January 1992 | Poor | Poor | Poor | Fair | 3100 | 4.0 |