SR1131 over TRENT RIVER
Map
Coordinates:
+35.10398, -77.6667435°06'14" N, 77°40'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1131 over TRENT RIVER |
Structure number: | 000000001070035 |
Old structure number: | 000000000107035 (from 1992 edition) |
Location: | 0.6 MI N. JCT. SR1121 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
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: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Good | Fair | 60 | 84.0 |
March 2016 | Fair | Good | Good | Fair | 60 | 84.7 |
March 2014 | Fair | Good | Good | Fair | 60 | 84.7 |
March 2012 | Fair | Good | Good | Fair | 60 | 85.3 |
March 2010 | Fair | Good | Good | Satisfactory | 60 | 94.8 |
June 2008 | Fair | Very Good | Very Good | Fair | 60 | 83.8 |
May 2006 | Fair | Very Good | Very Good | Fair | 60 | 83.8 |
February 2004 | Fair | Very Good | Very Good | Fair | 60 | 81.9 |
May 2002 | Fair | Very Good | Very Good | Satisfactory | 60 | 92.9 |
May 2000 | Fair | Very Good | Very Good | Fair | 110 | 81.9 |
February 1998 | Good | Very Good | Very Good | Very Good | 70 | 92.9 |
February 1996 | Good | Very Good | Very Good | Very Good | 140 | 92.9 |
February 1994 | Good | Very Good | Very Good | Very Good | 100 | 89.5 |
February 1992 | Good | Good | Very Good | Very Good | 90 | 90.5 |