SR1004 over US421
Map
Coordinates:
+35.74858, -79.4463735°44'55" N, 79°26'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1004 over US421 |
Structure number: | 000000000370445 |
Location: | 0.3 MI. S. JCT. SR1363 |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 116.1 ft. [35.4 m] |
Total length: | 232.0 ft. [70.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | 2 |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,800 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 3800 | 98.6 |
February 2016 | Good | Good | Good | Good | 3800 | 99.6 |
February 2014 | Good | Good | Good | Good | 3800 | 99.6 |
February 2012 | Good | Good | Good | Good | 4100 | 99.6 |
February 2010 | Fair | Satisfactory | Very Good | Satisfactory | 3500 | 99.7 |
February 2008 | Fair | Satisfactory | Very Good | Satisfactory | 3000 | 99.7 |
October 2006 | Fair | Satisfactory | Very Good | Satisfactory | 3000 | 99.7 |
April 2004 | Fair | Good | Very Good | Satisfactory | 4700 | 99.6 |
July 2002 | Fair | Good | Very Good | Satisfactory | 3950 | 99.6 |
August 2000 | Fair | Good | Very Good | Satisfactory | 3950 | 99.6 |
May 1998 | Fair | Good | Very Good | Satisfactory | 3750 | 99.6 |
May 1990 | Good | Good | Very Good | Good | 3700 | 99.7 |