SR1432 over DAN RIVER
Map
Coordinates:
+36.52592, -80.3706436°31'33" N, 80°22'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1432 over DAN RIVER |
Structure number: | 000000001690076 |
Location: | 1.1 MI. N. JCT. SR1413 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 470 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 27.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Fair | Fair | Satisfactory | 470 | 27.7 |
December 2016 | Fair | Fair | Fair | Satisfactory | 390 | 29.0 |
December 2014 | Fair | Fair | Fair | Satisfactory | 390 | 29.0 |
December 2012 | Fair | Fair | Fair | Fair | 410 | 27.8 |
December 2010 | Fair | Satisfactory | Fair | Satisfactory | 490 | 61.6 |
December 2008 | Fair | Satisfactory | Good | Satisfactory | 490 | 72.7 |
December 2006 | Fair | Satisfactory | Good | Fair | 510 | 58.4 |
December 2004 | Fair | Satisfactory | Good | Fair | 510 | 58.4 |
December 2002 | Fair | Satisfactory | Good | Fair | 310 | 62.7 |
January 2001 | Fair | Satisfactory | Good | Fair | 500 | 61.6 |
November 1998 | Fair | Satisfactory | Good | Fair | 500 | 61.6 |
November 1990 | Fair | Fair | Good | Fair | 600 | 50.2 |