I-15 (SR-15) NBL over PAGES LANE, 1600 NORTH
Map
Coordinates:
+40.90642, -111.8910940°54'23" N, 111°53'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) NBL over PAGES LANE, 1600 NORTH |
Structure number: | 1D 613 |
Location: | 500 W.1600 NO.,BOUNTIFUL |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 133.9 ft. [40.8 m] |
Roadway width between curbs: | 79.4 ft. [24.2 m] |
Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 2011 |
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: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 133,965 [as of 2014] |
Truck traffic: | 23% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 75.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Good | 133965 | 75.5 |
June 2015 | Fair | Satisfactory | Satisfactory | Good | 133965 | 75.9 |
June 2013 | Fair | Satisfactory | Satisfactory | Good | 65476 | 80.0 |
June 2011 | Fair | Satisfactory | Satisfactory | Good | 61810 | 76.1 |
June 2009 | Fair | Good | Satisfactory | Good | 68990 | 90.7 |
October 2007 | Fair | Good | Satisfactory | Good | 75145 | 90.4 |
April 2005 | Fair | Good | Satisfactory | Good | 75145 | 90.4 |
November 2002 | Fair | Satisfactory | Satisfactory | Good | 52017 | 91.5 |
November 2000 | Fair | Satisfactory | Satisfactory | Good | 56353 | 86.1 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 54211 | 85.2 |
November 1996 | Fair | Satisfactory | Satisfactory | Good | 43305 | 85.7 |
April 1995 | Fair | Satisfactory | Satisfactory | Good | 43305 | 84.4 |
April 1993 | Fair | Satisfactory | Satisfactory | Good | 35045 | 85.1 |
July 1991 | Fair | Satisfactory | Satisfactory | Good | 36645 | 84.9 |
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. | 516 | 258 | 258 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 903 | 903 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,610 | 9,390 | 1,200 | 20 | 0 |
Substructure |
Reinforced Concrete Column | each | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 173 | 147 | 26 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 153 | 149 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Fixed Bearing | each | 28 | 0 | 28 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 300 | 262 | 38 | 0 | 0 |