600 EAST STREET over LOGAN-NORTHERN CANAL
Map
Coordinates:
+41.74519, -111.8191241°44'43" N, 111°49'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 600 EAST STREET over LOGAN-NORTHERN CANAL |
Structure number: | 005040D |
Location: | 750 N. 600 E., LOGAN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 22.3 ft. [6.8 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,076 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 10076 | 85.0 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 10076 | 85.0 |
May 2014 | Good | Good | Good | Good | 10076 | 85.0 |
May 2012 | Good | Good | Good | Good | 10076 | 98.6 |
May 2010 | Good | Very Good | Very Good | Good | 10076 | 98.6 |
May 2008 | Good | Very Good | Very Good | Good | 10076 | 98.6 |
July 2006 | Good | Very Good | Very Good | Good | 7997 | 98.9 |
July 2004 | Good | Very Good | Very Good | Good | 7997 | 98.9 |
July 2002 | Good | Very Good | Very Good | Very Good | 7997 | 98.9 |
August 2000 | Good | Very Good | Very Good | Very Good | 3600 | 94.5 |
August 1998 | Good | Very Good | Very Good | Very Good | 3600 | 91.5 |
August 1996 | Good | Very Good | Very Good | Very Good | 3600 | 91.5 |
July 1994 | Good | Very Good | Very Good | Very Good | 3600 | 96.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 1,160 | 1,040 | 120 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,782 | 1,581 | 200 | 1 | 0 |