SR1637 over CABIN BRANCH
Map
Coordinates:
+35.05972, -80.1457735°03'35" N, 80°08'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1637 over CABIN BRANCH |
Structure number: | 000000000070231 |
Old structure number: | 000000000007231 (from 1992 edition) |
Location: | 1.2 MI. E. JCT. SR1614 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 28.9 ft. [8.8 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 38.5 |
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 | Good | Fair | Fair | 150 | 38.5 |
October 2016 | Fair | Good | Fair | Fair | 120 | 47.9 |
October 2014 | Fair | Good | Fair | Fair | 120 | 47.9 |
October 2012 | Fair | Good | Good | Fair | 160 | 47.9 |
October 2010 | Fair | Very Good | Very Good | Satisfactory | 170 | 52.9 |
November 2008 | Fair | Very Good | Very Good | Satisfactory | 150 | 55.7 |
October 2006 | Fair | Very Good | Very Good | Satisfactory | 170 | 57.5 |
October 2004 | Fair | Very Good | Very Good | Satisfactory | 170 | 57.5 |
November 2002 | Fair | Very Good | Very Good | Satisfactory | 50 | 74.5 |
November 2000 | Fair | Very Good | Very Good | Satisfactory | 50 | 74.5 |
November 1998 | Fair | Very Good | Very Good | Satisfactory | 30 | 74.5 |
October 1996 | Fair | Very Good | Very Good | Satisfactory | 40 | 74.5 |
October 1994 | Fair | Very Good | Very Good | Satisfactory | 40 | 74.5 |
November 1992 | Fair | Very Good | Very Good | Satisfactory | 50 | 77.9 |
October 1990 | Fair | Very Good | Very Good | Satisfactory | 35 | 77.9 |