SR1326 over N W RAILROAD
Map
Coordinates:
+36.52284, -78.9689636°31'22" N, 78°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1326 over N W RAILROAD |
Structure number: | 000000001450197 |
Old structure number: | 000000000145197 (from 1992 edition) |
Location: | 2.5 MI.N.SR1322 |
Purpose: | Carries highway over railroad |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | 3 |
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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 490 [as of 2014] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 63.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Fair | Fair | 490 | 63.9 |
March 2016 | Fair | Fair | Fair | Fair | 520 | 63.8 |
March 2014 | Fair | Fair | Fair | Fair | 520 | 63.8 |
March 2012 | Fair | Fair | Fair | Fair | 710 | 62.4 |
March 2010 | Fair | Good | Good | Satisfactory | 690 | 71.9 |
April 2008 | Fair | Good | Good | Satisfactory | 880 | 65.4 |
February 2006 | Fair | Good | Good | Satisfactory | 640 | 73.4 |
July 2003 | Good | Good | Good | Good | 640 | 73.0 |
November 2001 | Good | Good | Good | Good | 830 | 66.5 |
April 1999 | Good | Good | Good | Good | 750 | 72.8 |
April 1997 | Good | Good | Good | Good | 750 | 69.6 |
April 1995 | Good | Good | Good | Good | 600 | 68.8 |
March 1993 | Good | Good | Good | Good | 475 | 59.2 |
March 1991 | Good | Good | Good | Good | 550 | 59.0 |