NEEDLES ENTRANCE R over SALT CREEK
Map
Coordinates:
+38.16858, -109.7481438°10'07" N, 109°44'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NEEDLES ENTRANCE R over SALT CREEK |
Structure number: | 1340003P0000000 |
Location: | 34.8 MILES WEST OF JCT. H |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | National Park Service [66] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 321 [as of 2008] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $27,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Satisfactory | 321 | 92.0 |
June 2016 | Fair | Satisfactory | Good | Very Good | 321 | 92.0 |
June 2014 | Fair | Satisfactory | Good | Very Good | 321 | 92.0 |
June 2012 | Fair | Satisfactory | Good | Very Good | 321 | 92.0 |
June 2010 | Fair | Satisfactory | Good | Very Good | 321 | 92.0 |
June 2008 | Fair | Satisfactory | Good | Very Good | 321 | 92.0 |
May 2006 | Fair | Satisfactory | Good | Very Good | 300 | 92.2 |
May 2004 | Fair | Satisfactory | Very Good | Very Good | 300 | 92.8 |
May 2002 | Fair | Satisfactory | Very Good | Very Good | 300 | 92.2 |
May 2000 | Good | Good | Very Good | Very Good | 300 | 92.2 |