SR1160 over POTECASI CREEK
Map
Coordinates:
+36.36856, -77.0886836°22'07" N, 77°05'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1160 over POTECASI CREEK |
Structure number: | 000000000910029 |
Old structure number: | 000000000091029 (from 1992 edition) |
Location: | 0.9 MI SW. OF JCT. SR1167 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 270 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 84.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Fair | 270 | 84.7 |
October 2015 | Good | Good | Good | Good | 1300 | 87.7 |
October 2013 | Fair | Good | Good | Satisfactory | 640 | 96.8 |
October 2011 | Fair | Good | Good | Fair | 1200 | 76.5 |
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 730 | 96.7 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 770 | 89.3 |
August 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 730 | 96.7 |
September 2003 | Fair | Good | Satisfactory | Good | 680 | 96.7 |
October 2001 | Good | Good | Good | Good | 760 | 89.3 |
September 1999 | Good | Good | Good | Good | 470 | 97.0 |
November 1997 | Fair | Satisfactory | Fair | Fair | 470 | 15.9 |
November 1995 | Fair | Satisfactory | Fair | Fair | 470 | 16.0 |
February 1994 | Fair | Satisfactory | Satisfactory | Fair | 500 | 42.6 |
October 1991 | Fair | Satisfactory | Satisfactory | Fair | 500 | 42.6 |