SR-225, PARK LANE over I-15 (SR-15)
Map
Coordinates:
+40.98917, -111.9061140°59'21" N, 111°54'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-225, PARK LANE over I-15 (SR-15) |
Structure number: | 0F 715 |
Location: | FARMINGTON INTERCHANGE |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 138.8 ft. [42.3 m] |
Total length: | 367.8 ft. [112.1 m] |
Roadway width between curbs: | 81.0 ft. [24.7 m] |
Deck width edge-to-edge: | 84.3 ft. [25.7 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,025 [as of 2014] |
Truck traffic: | 16% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Very Good | Good | 6025 | 94.3 |
June 2015 | Fair | Satisfactory | Very Good | Very Good | 5677 | 68.8 |
June 2013 | Fair | Satisfactory | Very Good | Very Good | 5677 | 96.6 |
June 2011 | Good | Very Good | Very Good | Very Good | 7010 | 96.3 |
June 2009 | Good | Very Good | Very Good | Very Good | 7010 | 96.3 |
November 2007 | Good | Very Good | Very Good | Very Good | 5000 | 96.8 |
March 2005 | Good | Very Good | Very Good | Very Good | 5000 | 96.8 |
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. | 3,946 | 3,946 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 30,886 | 0 | 30,886 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 173 | 173 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 170 | 170 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 154 | 0 | 154 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 916 | 727 | 183 | 6 | 0 |