COUNTY ROAD over SAN PITCH RIVER
Map
Coordinates:
+39.52250, -111.5432839°31'21" N, 111°32'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over SAN PITCH RIVER |
Structure number: | 039028C |
Location: | MILL RD.,1.5 MI.E.MORONI |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 53.5 ft. [16.3 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Skew angle: | 4° |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2010] |
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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 80.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Good | 75 | 80.7 |
March 2016 | Fair | Satisfactory | Good | Good | 75 | 80.7 |
March 2014 | Fair | Satisfactory | Good | Good | 75 | 73.4 |
March 2012 | Fair | Satisfactory | Good | Good | 75 | 64.5 |
March 2010 | Fair | Satisfactory | Good | Good | 75 | 64.5 |
March 2008 | Fair | Satisfactory | Good | Good | 60 | 64.7 |
April 2006 | Fair | Satisfactory | Good | Good | 60 | 64.7 |
April 2004 | Good | Very Good | Good | Good | 60 | 64.7 |
May 2002 | Good | Very Good | Good | Good | 60 | 64.7 |
March 2000 | Good | Very Good | Good | Good | 60 | 64.7 |
March 1998 | Fair | Satisfactory | Good | Good | 60 | 64.7 |
March 1996 | Fair | Satisfactory | Good | Good | 60 | 64.7 |
August 1994 | Fair | Satisfactory | Good | Good | 60 | 64.9 |
September 1992 | Fair | Fair | Good | Good | 60 | 63.8 |
July 1990 | Good | Good | Good | Good | 60 | 64.9 |
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. | 212 | 42 | 170 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 865 | 649 | 216 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 32 | 25 | 3 | 4 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 106 | 53 | 53 | 0 | 0 |