SR1010 over BEAR CREEK
Map
Coordinates:
+35.63901, -79.2670535°38'20" N, 79°16'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1010 over BEAR CREEK |
Structure number: | 000000000370170 |
Old structure number: | 000000000037170 (from 1992 edition) |
Location: | 0.4 MI. S. JCT. SR2196 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | 3 |
Main spans material: | Steel [3] |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [as of 2012] |
Truck traffic: | 6% 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: | 94.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 1100 | 94.8 |
February 2016 | Good | Good | Good | Good | 1600 | 94.6 |
February 2014 | Good | Good | Good | Good | 1600 | 94.6 |
February 2012 | Good | Good | Good | Good | 1100 | 94.8 |
February 2010 | Fair | Satisfactory | Very Good | Very Good | 1200 | 94.8 |
February 2008 | Fair | Satisfactory | Very Good | Very Good | 1900 | 94.5 |
February 2006 | Fair | Satisfactory | Very Good | Very Good | 1100 | 94.8 |
February 2004 | Fair | Satisfactory | Very Good | Very Good | 1600 | 94.6 |
April 2002 | Fair | Satisfactory | Very Good | Very Good | 1600 | 94.6 |
October 2001 | Good | Excellent | Excellent | Excellent | 1100 | 94.8 |
May 2000 | Poor | Fair | Good | Poor | 1100 | 15.2 |
March 1998 | Poor | Fair | Good | Poor | 1000 | 15.7 |
March 1996 | Poor | Fair | Good | Poor | 1000 | 15.7 |
March 1994 | Poor | Fair | Good | Poor | 1000 | 15.7 |
March 1992 | Poor | Fair | Good | Poor | 900 | 16.2 |
March 1990 | Poor | Fair | Good | Poor | 600 | 17.8 |