US158 over INTRACOASTAL WATERWAY
Map
Coordinates:
+36.34101, -75.9545636°20'28" N, 75°57'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US158 over INTRACOASTAL WATERWAY |
Structure number: | 000000000530015 |
Location: | 0.1 MI.W.JCT.SR1141 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 2507.0 ft. [764.1 m] |
Roadway width between curbs: | 57.7 ft. [17.6 m] |
Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Skew angle: | 18° |
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: | 27 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 67.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Good | Fair | 15000 | 67.0 |
September 2016 | Fair | Satisfactory | Fair | Satisfactory | 12000 | 73.0 |
September 2014 | Fair | Satisfactory | Fair | Satisfactory | 12000 | 68.0 |
September 2012 | Fair | Satisfactory | Fair | Satisfactory | 13000 | 62.0 |
September 2010 | Fair | Satisfactory | Fair | Satisfactory | 12000 | 61.7 |
October 2008 | Fair | Satisfactory | Fair | Satisfactory | 15000 | 68.0 |
December 2006 | Fair | Satisfactory | Fair | Satisfactory | 15000 | 68.0 |
October 2004 | Fair | Satisfactory | Fair | Satisfactory | 15000 | 68.0 |
April 2003 | Fair | Satisfactory | Fair | Satisfactory | 17000 | 68.0 |
June 2001 | Fair | Satisfactory | Fair | Satisfactory | 14000 | 68.0 |
January 1999 | Fair | Satisfactory | Fair | Satisfactory | 10900 | 68.0 |
May 1991 | Good | Good | Good | Good | 8700 | 80.0 |
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. | 20,006 | 19,570 | 423 | 13 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 157,525 | 150,034 | 7,467 | 24 | 0 |
Substructure |
Reinforced Concrete Column | each | 51 | 2 | 28 | 21 | 0 |
Reinforced Concrete Abutment | linear ft. | 37 | 37 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 735 | 735 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 404 | 404 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,718 | 1,583 | 124 | 11 | 0 |
Joints |
Compression Joint | linear ft. | 1,764 | 1,461 | 303 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 432 | 431 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 7,524 | 6,076 | 1,436 | 12 | 0 |