SR-167 over GORDON CREEK
Map
Coordinates:
+41.14229, -111.8113841°08'32" N, 111°48'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-167 over GORDON CREEK |
Structure number: | 0D 261 |
Location: | 1 MILE EAST MT.GREEN INT. |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.6 ft. [7.5 m] |
Total length: | 49.5 ft. [15.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Year reconstructed: | 1985 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,160 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 27.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Fair | 7160 | 27.7 |
July 2015 | Fair | Fair | Fair | Fair | 7160 | 54.7 |
July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 6160 | 43.7 |
July 2011 | Fair | Satisfactory | Good | Satisfactory | 5955 | 73.0 |
July 2009 | Fair | Satisfactory | Good | Satisfactory | 5955 | 68.2 |
November 2007 | Fair | Satisfactory | Good | Satisfactory | 3740 | 72.0 |
October 2005 | Fair | Satisfactory | Good | Satisfactory | 3740 | 72.0 |
May 2003 | Fair | Satisfactory | Good | Satisfactory | 2975 | 72.5 |
July 1999 | Fair | Satisfactory | Good | Satisfactory | 2830 | 72.6 |
July 1997 | Good | Good | Good | Good | 3240 | 72.3 |
August 1995 | Good | Good | Good | Good | 1810 | 82.4 |
September 1993 | Fair | Good | Satisfactory | Good | 1185 | 82.8 |
October 1991 | Good | Good | Good | Good | 1665 | 82.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 127 | 116 | 8 | 3 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 23 | 16 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 62 | 58 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 24 | 20 | 0 | 4 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 238 | 0 | 238 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,369 | 1,059 | 0 | 300 | 10 |