SR1300 over TRENT RIVER
Map
Coordinates:
+35.10902, -77.4173235°06'32" N, 77°25'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1300 over TRENT RIVER |
Structure number: | 000000001030008 |
Location: | 0.5 MI.E.JCT.SR1129 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 440 [as of 2012] |
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: | 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 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: | 84.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Fair | 440 | 84.8 |
October 2016 | Fair | Good | Good | Satisfactory | 360 | 91.9 |
October 2014 | Fair | Good | Good | Satisfactory | 360 | 91.9 |
October 2012 | Fair | Good | Good | Fair | 310 | 79.7 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 90.5 |
October 2008 | Fair | Satisfactory | Satisfactory | Fair | 350 | 79.4 |
November 2006 | Fair | Good | Good | Fair | 320 | 78.3 |
October 2004 | Fair | Good | Good | Fair | 320 | 78.3 |
October 2002 | Fair | Good | Good | Fair | 510 | 78.3 |
November 2000 | Fair | Good | Good | Fair | 500 | 78.3 |
October 1998 | Fair | Good | Good | Fair | 530 | 54.7 |
October 1990 | Fair | Good | Satisfactory | Fair | 475 | 84.7 |