SR1323 over US74
Map
Coordinates:
+34.75732, -79.4306234°45'26" N, 79°25'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1323 over US74 |
Structure number: | 000000001650068 |
Location: | 0.5 MI. S. JCT. US74 BUS. |
Purpose: | Carries highway overpass over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 51.5 ft. [15.7 m] |
Deck width edge-to-edge: | 57.4 ft. [17.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,100 [as of 2013] |
Truck traffic: | 7% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Fair | Fair | Fair | 1100 | 85.0 |
February 2015 | Fair | Fair | Fair | Fair | 1100 | 87.0 |
February 2013 | Fair | Fair | Fair | Fair | 1400 | 86.0 |
February 2011 | Fair | Fair | Fair | Fair | 1100 | 86.0 |
March 2009 | Fair | Fair | Satisfactory | Satisfactory | 1050 | 97.0 |
March 2007 | Poor | Poor | Satisfactory | Satisfactory | 1300 | 95.0 |
September 2005 | Poor | Poor | - | Satisfactory | 1700 | 38.0 |
June 2003 | Fair | Fair | Fair | Satisfactory | 2000 | 86.0 |
June 2001 | Fair | Fair | Fair | Satisfactory | 1900 | 86.0 |
August 1999 | Fair | Fair | Fair | Satisfactory | 1750 | 86.0 |
August 1991 | Fair | Fair | Satisfactory | Satisfactory | 1400 | 94.8 |