SR1116 over PHOEBES CREEK
Map
Coordinates:
+36.38800, -78.2123936°23'17" N, 78°12'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1116 over PHOEBES CREEK |
Structure number: | 000000001850126 |
Location: | 0.7 MI. S. OF SR1118 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 630 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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: | 59.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 630 | 59.1 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 630 | 59.1 |
November 2013 | Good | Good | Good | Good | 630 | 70.3 |
December 2011 | Good | Good | Good | Good | 680 | 70.3 |
December 2009 | Poor | Good | Good | Poor | 570 | 45.1 |
March 2008 | Poor | Good | Good | Poor | 570 | 45.1 |
December 2005 | Fair | Good | Good | Fair | 570 | 58.3 |
September 2003 | Fair | Good | Good | Fair | 550 | 58.4 |
February 2002 | Fair | Good | Good | Fair | 430 | 58.5 |
March 2000 | Fair | Good | Good | Fair | 430 | 58.5 |
December 1997 | Fair | Good | Good | Fair | 430 | 58.5 |
October 1991 | Fair | Good | Good | Fair | 500 | 54.3 |