SR1454 over LITTLE PINE CREEK
Map
Coordinates:
+36.50612, -81.0073536°30'22" N, 81°00'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1454 over LITTLE PINE CREEK |
Structure number: | 000000000050249 |
Old structure number: | 000000000005249 (from 1992 edition) |
Location: | .3 MI.N.JCT.SR1455 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 90.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Very Good | Satisfactory | 45 | 90.0 |
September 2016 | Fair | Satisfactory | Good | Satisfactory | 45 | 91.0 |
September 2014 | Poor | Fair | Good | Poor | 45 | 62.9 |
September 2012 | Fair | Fair | Good | Fair | 45 | 79.0 |
September 2010 | Fair | Satisfactory | Very Good | Satisfactory | 45 | 90.7 |
September 2008 | Fair | Good | Very Good | Satisfactory | 50 | 90.7 |
September 2006 | Fair | Good | Very Good | Satisfactory | 50 | 89.5 |
August 2004 | Fair | Good | Very Good | Satisfactory | 50 | 89.5 |
August 2002 | Fair | Good | Very Good | Satisfactory | 60 | 89.5 |
September 2000 | Fair | Good | Very Good | Satisfactory | 60 | 89.5 |
August 1998 | Fair | Good | Very Good | Satisfactory | 90 | 89.5 |
August 1996 | Fair | Good | Very Good | Satisfactory | 60 | 89.5 |
August 1994 | Good | Good | Very Good | Good | 50 | 90.7 |
August 1992 | Good | Good | Very Good | Good | 50 | 86.9 |
August 1990 | Good | Good | Very Good | Good | 50 | 86.9 |