SR-100 over US-1
Map
Coordinates:
+29.47215, -81.2667929°28'20" N, 81°16'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-100 over US-1 |
Structure number: | 730068 |
Location: | SR-100 over US-1 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 387.5 ft. [118.1 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 13° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
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] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,100 [as of 2016] |
Truck traffic: | 13% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Good | 8100 | 96.7 |
October 2015 | Good | Good | Very Good | Good | 7000 | 97.0 |
November 2013 | Good | Good | Very Good | Good | 6900 | 97.0 |
November 2011 | Good | Good | Very Good | Good | 7700 | 96.8 |
November 2009 | Good | Good | Very Good | Good | 8400 | 96.6 |
December 2007 | Good | Good | Very Good | Good | 8600 | 96.6 |
December 2005 | Good | Good | Very Good | Good | 8300 | 96.6 |
February 2004 | Good | Good | Very Good | Good | 7600 | 98.3 |
February 2002 | Good | Excellent | Excellent | Excellent | 7400 | 98.6 |
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. | 2,208 | 2,208 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,988 | 17,983 | 5 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 98 | 97 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 92 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 95 | 65 | 30 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 34 | 34 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 891 | 889 | 0 | 2 | 0 |