NB 1-95 (SR-9) over Cypress Creek
Map
Coordinates:
+26.97211, -80.1769426°58'20" N, 80°10'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NB 1-95 (SR-9) over Cypress Creek |
Structure number: | 890116 |
Location: | 2.5 miles North of SR-706 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: | 3 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 38,000 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Good | 38000 | 91.7 |
February 2015 | Good | Very Good | Very Good | Good | 33500 | 93.3 |
February 2013 | Good | Very Good | Very Good | Good | 33000 | 94.9 |
February 2011 | Good | Very Good | Very Good | Good | 32500 | 95.0 |
February 2009 | Good | Good | Very Good | Good | 51750 | 93.2 |
February 2007 | Good | Good | Very Good | Good | 37500 | 92.5 |
February 2005 | Good | Good | Very Good | Good | 33750 | 94.4 |
January 2003 | Good | Good | Good | Very Good | 38250 | 96.2 |
March 2001 | Good | Good | Good | Very Good | 37000 | 96.3 |
March 1999 | Good | Very Good | Very Good | Very Good | 25250 | 96.8 |
July 1997 | Good | Very Good | Very Good | Very Good | 25074 | 95.6 |
February 1995 | Good | Very Good | Very Good | Very Good | 25074 | 96.1 |
March 1993 | Good | Very Good | Very Good | Very Good | 20349 | 90.4 |
March 1991 | Good | Very Good | Very Good | Very Good | 16656 | 90.7 |
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. | 1,280 | 1,280 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,760 | 11,758 | 2 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 125 | 125 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 121 | 121 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 130 | 130 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 38 | 38 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 400 | 400 | 0 | 0 | 0 |