I-15 (SR-15) SBL over CNTY.RD. AND DRNG CNL
Map
Coordinates:
+39.65276, -111.8935439°39'10" N, 111°53'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over CNTY.RD. AND DRNG CNL |
Structure number: | 3F 434 |
Location: | 12 MI.NO.MILLS JCT.INTCHG |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 90.2 ft. [27.5 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,275 [as of 2014] |
Truck traffic: | 32% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 13275 | 93.4 |
March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 7332 | 93.6 |
March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 6983 | 93.7 |
March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7045 | 93.7 |
January 2009 | Fair | Satisfactory | Good | Satisfactory | 7045 | 93.7 |
November 2007 | Good | Good | Good | Good | 6310 | 93.7 |
June 2005 | Good | Good | Very Good | Good | 6310 | 93.7 |
February 2003 | Good | Good | Very Good | Good | 5805 | 93.7 |
November 2000 | Good | Good | Very Good | Good | 5208 | 88.7 |
December 1998 | Good | Good | Very Good | Good | 5208 | 88.7 |
January 1997 | Good | Good | Good | Good | 3838 | 88.8 |
August 1995 | Good | Good | Good | Good | 3838 | 93.7 |
June 1993 | Good | Good | Good | Good | 3600 | 93.7 |
April 1991 | Good | Very Good | Very Good | Very Good | 2960 | 93.8 |
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. | 549 | 513 | 36 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,044 | 3,869 | 150 | 25 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 87 | 23 | 41 | 23 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 239 | 194 | 44 | 1 | 0 |