US441/US98 (SR700) over TAYLOR CREEK
Map
Coordinates:
+27.21006, -80.7983327°12'36" N, 80°47'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US441/US98 (SR700) over TAYLOR CREEK |
Structure number: | 910054 |
Location: | 2.1MI EAST OF SR-78 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 51.2 ft. [15.6 m] |
Total length: | 244.8 ft. [74.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Year reconstructed: | 2017 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Movable - Bascule [16] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,900 [as of 2018] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 55.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Good | 10900 | 55.5 |
May 2017 | Fair | Good | Satisfactory | Good | 10900 | 52.5 |
May 2015 | Fair | Good | Satisfactory | Good | 10500 | 52.5 |
May 2013 | Fair | Good | Satisfactory | Good | 10300 | 52.5 |
May 2011 | Good | Good | Good | Good | 10800 | 52.5 |
June 2009 | Good | Good | Good | Good | 10100 | 52.5 |
June 2007 | Good | Good | Good | Good | 11600 | 52.5 |
June 2005 | Good | Good | Good | Good | 12200 | 52.5 |
June 2003 | Good | Good | Good | Good | 11700 | 57.1 |
June 2001 | Good | Good | Good | Good | 10500 | 59.3 |
June 2000 | Good | Good | Good | Good | 11400 | 59.1 |
June 1999 | Good | Good | Good | Good | 10000 | 59.1 |
June 1997 | Good | Good | Good | Good | 10400 | 58.9 |
April 1996 | Good | Good | Good | Good | 10400 | 68.9 |
May 1995 | Good | Good | Good | Good | 10400 | 66.7 |
September 1994 | Good | Good | Good | Good | 9700 | 68.9 |
July 1992 | Good | Good | Good | Good | 8277 | 65.1 |
August 1991 | Good | Good | Good | Good | 8277 | 69.5 |
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 |
Steel Girder/Beam | linear ft. | 183 | 147 | 0 | 36 | 0 |
Steel Protective Coating | sq. ft. | 2,721 | 2,721 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 659 | 458 | 201 | 0 | 0 |
Steel Stringer | linear ft. | 331 | 321 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,650 | 1,650 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,497 | 2,895 | 1,602 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 96 | 65 | 0 | 31 | 0 |
Steel Protective Coating | sq. ft. | 947 | 917 | 0 | 30 | 0 |
Substructure |
Steel Column | each | 2 | 1 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 51 | 51 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 36 | 0 | 0 | 36 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 82 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 38 | 0 | 0 | 38 | 0 |
Reinforced Concrete Pile | each | 21 | 8 | 13 | 0 | 0 |
Steel Pier Cap | linear ft. | 26 | 26 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 193 | 193 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 106 | 106 | 0 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 1,441 | 1,431 | 5 | 5 | 0 |
Steel Protective Coating | sq. ft. | 9,266 | 9,266 | 0 | 0 | 0 |
Concrete Filled Grid Deck | sq. ft. | 346 | 304 | 42 | 0 | 0 |
Steel Protective Coating | sq. ft. | 35 | 0 | 35 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 187 | 134 | 45 | 8 | 0 |
Bearings |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 103 | 100 | 3 | 0 | 0 |
Steel Protective Coating | sq. ft. | 637 | 0 | 637 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 316 | 316 | 0 | 0 | 0 |