SR1737 over CREEK
Map
Coordinates:
+35.90670, -78.2388035°54'24" N, 78°14'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1737 over CREEK |
Structure number: | 000000000690080 |
Old structure number: | 000000000069080 (from 1992 edition) |
Location: | 0.7 MI N JCT SR1770 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Channel beam [22] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 550 [as of 2012] |
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: | 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 48.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 550 | 48.1 |
March 2015 | Fair | Fair | Fair | Fair | 550 | 48.1 |
March 2013 | Fair | Fair | Fair | Fair | 420 | 48.1 |
March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 62.4 |
March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 62.4 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 65.6 |
March 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 960 | 65.6 |
May 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 980 | 65.6 |
May 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 83.6 |
October 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 550 | 83.6 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 310 | 64.7 |
August 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 420 | 65.4 |
August 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 290 | 65.9 |
August 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 69.3 |
July 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 68.3 |