US-17 (SR-15) over DUNNS CREEK
Map
Coordinates:
+29.57741, -81.6262829°34'39" N, 81°37'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-17 (SR-15) over DUNNS CREEK |
Structure number: | 760046 |
Location: | 8.3 MI. S. OF PALATKA |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 95.1 ft. [29.0 m] |
Total length: | 2699.3 ft. [822.7 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Vertical clearance below bridge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: | 30 |
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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,000 [as of 2017] |
Truck traffic: | 6% 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 11000 | 94.3 |
July 2016 | Good | Good | Good | Good | 11000 | 94.3 |
July 2014 | Good | Good | Good | Good | 10000 | 94.8 |
July 2012 | Good | Good | Good | Good | 9800 | 95.0 |
July 2010 | Good | Good | Good | Good | 10500 | 94.6 |
July 2008 | Good | Good | Good | Good | 11000 | 94.3 |
July 2006 | Good | Good | Good | Good | 12000 | 93.8 |
July 2004 | Good | Good | Good | Good | 11500 | 94.1 |
July 2002 | Good | Good | Good | Good | 11500 | 94.1 |
July 2000 | Good | Good | Good | Good | 11000 | 94.3 |
July 1998 | Good | Good | Good | Good | 10500 | 94.6 |
July 1996 | Good | Good | Good | Good | 9600 | 93.0 |
July 1994 | Good | Good | Very Good | Good | 9000 | 93.3 |
July 1992 | Good | Very Good | Very Good | Very Good | 8076 | 93.8 |
November 1990 | Good | Very Good | Very Good | Good | 7665 | 94.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 13,496 | 13,493 | 0 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 125,750 | 125,572 | 165 | 13 | 0 |
Substructure |
Reinforced Concrete Column | each | 50 | 50 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 93 | 93 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 552 | 500 | 52 | 0 | 0 |
Prestressed Concrete Pile | each | 74 | 32 | 42 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,264 | 1,264 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 395 | 305 | 90 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 300 | 300 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 5,398 | 5,392 | 0 | 6 | 0 |