SR1152 over CUTAWHISKIE CREEK
Map
Coordinates:
+36.32966, -77.1545736°19'47" N, 77°09'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1152 over CUTAWHISKIE CREEK |
Structure number: | 000000000910059 |
Old structure number: | 000000000091059 (from 1992 edition) |
Location: | 1.3 MI S JCT SR 1160 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | 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: | 60 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Good | 60 | 100.0 |
October 2015 | Good | Good | Good | Good | 60 | 100.0 |
October 2013 | Good | Good | Good | Good | 60 | 100.0 |
October 2011 | Good | Good | Good | Good | 60 | 100.0 |
October 2009 | Good | Good | Good | Good | 60 | 100.0 |
September 2007 | Fair | Satisfactory | Satisfactory | Good | 60 | 100.0 |
August 2005 | Fair | Satisfactory | Good | Good | 60 | 100.0 |
July 2003 | Good | Good | Good | Good | 60 | 100.0 |
September 2001 | Good | Good | Good | Good | 60 | 100.0 |
September 1999 | Good | Good | Good | Good | 50 | 100.0 |
November 1997 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
January 1997 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
October 1995 | Poor | Poor | Poor | Poor | 30 | 32.9 |
January 1994 | Poor | Poor | Poor | Fair | 30 | 32.9 |
October 1991 | Poor | Poor | Fair | Fair | 30 | 45.3 |