LOGAN CITY STREET over LOGAN RIVER
Map
Coordinates:
+41.73107, -111.8151441°43'52" N, 111°48'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOGAN CITY STREET over LOGAN RIVER |
Structure number: | 005038F |
Location: | 800 E. CENTER ST., LOGAN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 52.8 ft. [16.1 m] |
Total length: | 66.6 ft. [20.3 m] |
Roadway width between curbs: | 42.7 ft. [13.0 m] |
Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
Skew angle: | 33° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1983 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,505 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
Sufficiency rating: | 76.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 4505 | 76.8 |
May 2016 | Fair | Good | Good | Satisfactory | 4505 | 86.9 |
May 2014 | Fair | Good | Good | Satisfactory | 4505 | 84.9 |
May 2012 | Fair | Good | Good | Satisfactory | 4505 | 97.4 |
May 2010 | Fair | Good | Good | Satisfactory | 4505 | 97.4 |
May 2008 | Fair | Good | Good | Satisfactory | 4505 | 97.4 |
August 2006 | Fair | Good | Good | Satisfactory | 3575 | 97.5 |
July 2004 | Fair | Good | Good | Satisfactory | 3575 | 97.5 |
July 2002 | Fair | Good | Good | Satisfactory | 3575 | 97.5 |
August 2000 | Fair | Good | Good | Satisfactory | 2500 | 92.6 |
August 1998 | Good | Good | Good | Good | 2500 | 92.6 |
August 1996 | Good | Good | Good | Good | 2500 | 92.6 |
July 1994 | Good | Good | Good | Very Good | 2500 | 97.6 |
July 1992 | Good | Good | Excellent | Excellent | 2500 | 97.6 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 733 | 718 | 0 | 15 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,132 | 3,932 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 133 | 83 | 20 | 30 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 133 | 83 | 50 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 133 | 0 | 68 | 65 | 0 |