SR1511 over REEDY CREEK
Map
Coordinates:
+36.35031, -78.0180136°21'01" N, 78°01'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1511 over REEDY CREEK |
Structure number: | 000000001850070 |
Old structure number: | 000000000185070 (from 1992 edition) |
Location: | 1.8 MI. S. OF JCT. SR1509 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 87.9 ft. [26.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2015] |
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: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 85.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Satisfactory | 100 | 85.7 |
October 2015 | Good | Good | Good | Good | 110 | 80.2 |
November 2013 | Good | Good | Good | Good | 110 | 80.2 |
November 2011 | Good | Good | Good | Good | 120 | 78.8 |
November 2009 | Fair | Good | Good | Fair | 100 | 72.9 |
February 2008 | Fair | Good | Good | Fair | 100 | 72.9 |
November 2005 | Fair | Good | Good | Satisfactory | 100 | 84.0 |
September 2003 | Fair | Good | Good | Satisfactory | 90 | 84.0 |
January 2002 | Fair | Good | Good | Satisfactory | 90 | 83.9 |
March 2000 | Fair | Good | Good | Satisfactory | 100 | 83.9 |
December 1997 | Fair | Good | Good | Satisfactory | 100 | 83.9 |
November 1995 | Fair | Very Good | Good | Satisfactory | 120 | 74.1 |
November 1993 | Fair | Very Good | Good | Fair | 140 | 67.2 |
October 1991 | Fair | Very Good | Good | Satisfactory | 140 | 78.2 |