US-17-92 NB over Shingle Creek
Map
Coordinates:
+28.26876, -81.4265328°16'08" N, 81°25'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-17-92 NB over Shingle Creek |
Structure number: | 920152 |
Location: | US-17-92 NB - Shingle Cr |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 341.9 ft. [104.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Skew angle: | 1° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
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: | 7 |
Main spans material: | Prestressed concrete [5] |
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: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,500 [as of 2016] |
Truck traffic: | 9% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 24500 | 97.7 |
September 2015 | Fair | Good | Good | Satisfactory | 27250 | 97.5 |
October 2013 | Fair | Good | Good | Satisfactory | 27000 | 97.5 |
October 2011 | Good | Good | Good | Good | 28000 | 97.4 |
October 2009 | Good | Good | Good | Good | 26250 | 97.5 |
November 2007 | Good | Good | Good | Good | 25250 | 97.6 |
November 2005 | Good | Good | Good | Good | 26750 | 97.5 |
January 2004 | Good | Good | Good | Good | 19000 | 96.2 |
January 2002 | Good | Good | Good | Good | 15000 | 97.3 |
February 2000 | Good | Good | Very Good | Very Good | 14000 | 97.3 |
February 1998 | Good | Good | Very Good | Very Good | 14000 | 96.7 |
March 1996 | Good | Very Good | Very Good | Very Good | 11000 | 97.2 |
February 1994 | Good | Very Good | Excellent | Very Good | - | 98.0 |
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. | 1,706 | 1,706 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,569 | 14,569 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 30 | 25 | 3 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 279 | 279 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 79 | 0 | 64 | 0 | 15 |
Bearings |
Elastomeric Bearing | each | 70 | 70 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 679 | 589 | 90 | 0 | 0 |