SR1142 over C. OFF INTERCOASTAL W
Map
Coordinates:
+36.35902, -75.9440736°21'32" N, 75°56'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1142 over C. OFF INTERCOASTAL W |
Structure number: | 000000000530012 |
Old structure number: | 000000000053012 (from 1992 edition) |
Location: | 1.3 MI N. OF JCT US158 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 910 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 64.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Fair | 910 | 64.0 |
October 2016 | Fair | Fair | Fair | Fair | 910 | 64.0 |
October 2014 | Fair | Fair | Fair | Fair | 910 | 64.0 |
October 2012 | Fair | Fair | Fair | Fair | 1000 | 63.1 |
October 2010 | Fair | Satisfactory | Satisfactory | Fair | 470 | 74.9 |
October 2008 | Fair | Fair | Satisfactory | Fair | 1000 | 60.7 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 74.6 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 890 | 75.7 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 840 | 76.2 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 440 | 78.9 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 440 | 78.9 |
November 1996 | Fair | Fair | Fair | Satisfactory | 800 | 54.4 |
October 1994 | Fair | Fair | Fair | Satisfactory | 500 | 74.6 |
October 1992 | Fair | Satisfactory | Satisfactory | Good | 460 | 79.7 |
October 1990 | Fair | Satisfactory | Satisfactory | Good | 460 | 79.7 |