US-17 NB (SR-15) over ORTEGA RIVER & RD.
Map
Coordinates:
+30.27389, -81.7166730°16'26" N, 81°43'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | US-17 NB (SR-15) over ORTEGA RIVER & RD. |
Structure number: | 720053 |
Location: | US-17 NB / ORTEGA RIVER |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 1491.2 ft. [454.5 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
Vertical clearance below bridge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 19 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,000 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | In place but in a deteriorated condition [3] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 47.1 tons [42.8 metric tons] |
Inventory rating: | 36.3 tons [33.0 metric tons] |
Sufficiency rating: | 66.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 66.5 | Fair | Good | Good | Fair | FO | 20000 |
June 2014 | 66.4 | Fair | Good | Good | Fair | - | 21750 |
June 2012 | 66.5 | Fair | Good | Good | Fair | - | 20500 |
June 2010 | 66.5 | Fair | Good | Good | Fair | - | 21250 |
June 2008 | 66.5 | Fair | Good | Good | Fair | - | 21000 |
June 2006 | 68.3 | Fair | Good | Good | Fair | - | 24000 |
June 2004 | 68.3 | Fair | Good | Good | Fair | - | 23750 |
June 2002 | 79.6 | Fair | Good | Good | Satisfactory | - | 22750 |
June 2000 | 79.6 | Good | Good | Good | Good | - | 23000 |
June 1998 | 79.8 | Good | Good | Good | Good | - | 19500 |
June 1996 | 76.5 | Good | Good | Very Good | Good | - | 20750 |
June 1994 | 76.0 | Good | Good | Very Good | Good | - | 20910 |
June 1992 | 76.6 | Good | Good | Very Good | Good | - | 14218 |
May 1990 | 76.2 | Good | Good | Very Good | Good | - | 18780 |