I-15 (SR-15) NBL over DEER CROSSING
Map
Coordinates:
+39.93667, -111.8116739°56'12" N, 111°48'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) NBL over DEER CROSSING |
Structure number: | 1C 609 |
Location: | 8.5 MI.NO. OF MONA INTCHG |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 35.4 ft. [10.8 m] |
Total length: | 83.7 ft. [25.5 m] |
Roadway width between curbs: | 60.4 ft. [18.4 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,345 [as of 2014] |
Truck traffic: | 26% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 19345 | 97.1 |
March 2015 | Good | Good | Good | Good | 10683 | 97.5 |
March 2013 | Fair | Satisfactory | Good | Good | 10913 | 97.5 |
March 2011 | Fair | Satisfactory | Good | Good | 13690 | 96.4 |
January 2009 | Good | Good | Good | Good | 13690 | 96.4 |
November 2007 | Good | Good | Good | Good | 12161 | 96.4 |
June 2005 | Good | Good | Good | Good | 12161 | 96.4 |
February 2003 | Good | Good | Good | Good | 9342 | 96.6 |
November 2000 | Good | Good | Good | Good | 8573 | 91.6 |
December 1998 | Good | Good | Good | Good | 8508 | 91.6 |
January 1997 | Good | Good | Good | Very Good | 6210 | 91.7 |
May 1995 | Good | Good | Good | Very Good | 6210 | 96.5 |
June 1993 | Good | Good | Very Good | Very Good | 5825 | 96.6 |
April 1991 | Good | Good | Very Good | Very Good | 5120 | 96.6 |
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 |
Steel Girder/Beam | linear ft. | 838 | 655 | 183 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,448 | 5,173 | 275 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 129 | 128 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 120 | 120 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 20 | 6 | 14 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 226 | 113 | 23 | 90 | 0 |