SR1100 over FISHING CREEK
Map
Coordinates:
+36.39878, -78.2665836°23'56" N, 78°15'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1100 over FISHING CREEK |
Structure number: | 000000001850020 |
Old structure number: | 000000000185020 (from 1992 edition) |
Location: | 0.3 MI N. OF SR1114 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
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: | 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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 690 [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: | 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: | 98.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 690 | 98.8 |
November 2015 | Good | Good | Good | Good | 460 | 98.8 |
January 2014 | Good | Good | Good | Good | 460 | 98.8 |
January 2012 | Good | Good | Good | Good | 530 | 98.7 |
February 2010 | Good | Excellent | Excellent | Excellent | 530 | 98.7 |
March 2008 | Fair | Very Good | Very Good | Fair | 750 | 34.8 |
January 2006 | Fair | Fair | Fair | Fair | 600 | 38.3 |
October 2003 | Fair | Fair | Fair | Fair | 600 | 31.9 |
February 2002 | Fair | Fair | Fair | Fair | 490 | 34.3 |
March 2000 | Fair | Fair | Fair | Fair | 640 | 31.8 |
January 1998 | Fair | Fair | Satisfactory | Fair | 640 | 31.8 |
November 1995 | Poor | Fair | Poor | Fair | 400 | 18.0 |
November 1993 | Poor | Fair | Poor | Fair | 400 | 20.8 |
October 1991 | Poor | Satisfactory | Poor | Satisfactory | 350 | 22.3 |