Share: 
I-15 (SR-15) NBL over Deer Crossing
Map
Coordinates:
+39.79278, -111.83833
39°47'34" N, 111°50'18" W
+39.79278, -111.83833
39°47'34" N, 111°50'18" 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 610 |
| Location: | 2 Mi. S. of Mona Int. |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 35.4 ft. [10.8 m] |
| Total length: | 86.0 ft. [26.2 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1974 |
| 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: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,920 [as of 2014] |
| Truck traffic: | 26% of total traffic |
| Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| 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 | Fair | Satisfactory | Good | Good | 19920 | 97.1 |
| March 2015 | Fair | Satisfactory | Good | Good | 11002 | 96.8 |
| March 2013 | Fair | Satisfactory | Good | Good | 10640 | 97.5 |
| March 2011 | Fair | Satisfactory | Good | Good | 13223 | 96.4 |
| January 2009 | Fair | Satisfactory | Good | Good | 13223 | 96.4 |
| November 2007 | Good | Good | Good | Good | 11840 | 96.4 |
| June 2005 | Good | Good | Very Good | Good | 11840 | 96.4 |
| February 2003 | Good | Good | Very Good | Good | 9585 | 96.6 |
| November 2000 | Good | Good | Very Good | Good | 8508 | 91.6 |
| December 1998 | Good | Good | Very Good | Good | 8430 | 91.6 |
| January 1997 | Good | Good | Very Good | Good | 6210 | 91.7 |
| May 1995 | Good | Good | Very Good | Good | 6210 | 96.5 |
| June 1993 | Fair | Satisfactory | Very Good | Good | 5825 | 96.6 |
| April 1991 | Good | Very Good | Very Good | 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. | 587 | 438 | 149 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,800 | 3,347 | 452 | 1 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 108 | 100 | 8 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 100 | 97 | 0 | 3 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 14 | 0 | 14 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 222 | 182 | 4 | 36 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570885
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570885