SR1343 over HARVEY CREEK
Map
Coordinates:
+35.51658, -76.8423235°30'60" N, 76°50'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1343 over HARVEY CREEK |
Structure number: | 000000000130183 |
Old structure number: | 000000000013183 (from 1992 edition) |
Location: | 0.3 MI S. JCT. SR1345 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 610 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 59.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 59.0 |
June 2016 | Fair | Good | Good | Fair | 610 | 48.8 |
June 2014 | Fair | Good | Good | Fair | 610 | 48.8 |
June 2012 | Fair | Good | Good | Fair | 550 | 48.9 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 58.8 |
September 2008 | Fair | Satisfactory | Satisfactory | Good | 620 | 58.7 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 690 | 58.7 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 48.9 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 54.9 |
June 2000 | Fair | Good | Satisfactory | Satisfactory | 590 | 54.9 |
May 1998 | Fair | Good | Good | Satisfactory | 520 | 48.9 |
May 1996 | Fair | Good | Good | Satisfactory | 600 | 48.8 |
April 1994 | Fair | Good | Good | Satisfactory | 600 | 48.8 |
April 1992 | Fair | Good | Good | Satisfactory | 600 | 62.7 |
August 1990 | Fair | Good | Good | Satisfactory | 400 | 65.0 |