SH 19 S-1 LM 16.20 over Nations Creek
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 19 S-1 LM 16.20 over Nations Creek |
Structure number: | 000000000006642 |
Location: | 2.0 M SW OF JCT US 79 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
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: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,100 [as of 2014] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 91.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Very Good | 2100 | 91.8 |
July 2015 | Good | Very Good | Very Good | Very Good | 1900 | 93.0 |
July 2013 | Good | Very Good | Very Good | Very Good | 1900 | 93.0 |
July 2011 | Good | Very Good | Very Good | Very Good | 2100 | 91.8 |
July 2009 | Good | Very Good | Very Good | Very Good | 2100 | 91.8 |
July 2007 | Good | Very Good | Very Good | Very Good | 2100 | 91.8 |
August 2005 | Good | Very Good | Very Good | Very Good | 2000 | 92.9 |
July 2003 | Good | Very Good | Very Good | Very Good | 2200 | 91.8 |
July 2001 | Good | Very Good | Very Good | Very Good | 2300 | 91.7 |
August 1999 | Good | Excellent | Excellent | Very Good | 2300 | 91.7 |
July 1997 | Good | Excellent | Excellent | Very Good | 2950 | 91.3 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 600 | 600 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 5,220 | 5,020 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Pile | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 244 | 242 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 174 | 0 | 174 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 300 | 300 | 0 | 0 | 0 |