SR3998 over I277 US74
Map
Coordinates:
+35.21928, -80.8467935°13'09" N, 80°50'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR3998 over I277 US74 |
Structure number: | 000000001190489 |
Location: | 0.1 MI. E. JCT. NC27 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 132.9 ft. [40.5 m] |
Total length: | 323.2 ft. [98.5 m] |
Roadway width between curbs: | 46.9 ft. [14.3 m] |
Deck width edge-to-edge: | 118.8 ft. [36.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,000 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 77.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 26000 | 77.0 |
August 2016 | Fair | Satisfactory | Good | Good | 26000 | 90.0 |
August 2014 | Good | Good | Good | Good | 26000 | 96.0 |
August 2012 | Good | Good | Good | Good | 25000 | 91.0 |
August 2010 | Fair | Satisfactory | Very Good | Very Good | 24000 | 93.0 |
September 2008 | Fair | Satisfactory | Very Good | Very Good | 27000 | 91.0 |
November 2006 | Good | Good | Very Good | Very Good | 28000 | 91.0 |
July 2004 | Good | Good | Very Good | Very Good | 28000 | 91.0 |
June 2002 | Good | Good | Very Good | Very Good | 28000 | 91.0 |
July 2000 | Good | Good | Very Good | Very Good | 28000 | 91.0 |
June 1998 | Good | Good | Very Good | Very Good | 25400 | 91.0 |
July 1990 | Good | Very Good | Very Good | Very Good | 22500 | 91.0 |