SR1412 (CLOSED) over DEVILS CRADLE CREEK
Map
Coordinates:
+36.20127, -78.2382736°12'05" N, 78°14'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1412 (CLOSED) over DEVILS CRADLE CREEK |
Structure number: | 000000000690050 |
Old structure number: | 000000000069050 (from 1992 edition) |
Location: | 0.4 MI. S. JCT. SR1401 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 490 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 20.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Poor | Fair | Poor | Serious | 490 | 20.4 |
April 2015 | Poor | Fair | Fair | Serious | 460 | 18.0 |
April 2013 | Poor | Fair | Fair | Serious | 530 | 16.1 |
April 2011 | Poor | Fair | Fair | Serious | 590 | 15.5 |
April 2009 | Fair | Fair | Fair | Fair | 570 | 55.1 |
September 2007 | Poor | Fair | Poor | Fair | 390 | 48.3 |
May 2005 | Fair | Good | Satisfactory | Satisfactory | 380 | 67.5 |
August 2003 | Fair | Very Good | Satisfactory | Satisfactory | 510 | 67.4 |
August 2001 | Fair | Good | Satisfactory | Satisfactory | 390 | 73.6 |
July 2000 | Fair | Very Good | Satisfactory | Fair | 460 | 62.4 |
March 1998 | Fair | Very Good | Satisfactory | Satisfactory | 350 | 37.2 |
February 1998 | Fair | Very Good | Satisfactory | Satisfactory | 340 | 73.6 |
February 1996 | Fair | Very Good | Satisfactory | Satisfactory | 350 | 37.2 |
January 1994 | Fair | Very Good | Satisfactory | Fair | 220 | 22.2 |
January 1992 | Fair | Fair | Satisfactory | Fair | 225 | 20.9 |