SR 88 over Alchesay Canyon
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+33.68333, -111.1600033°40'60" N, 111°09'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 88 over Alchesay Canyon |
Structure number: | 01532 |
Location: | 45.4 mi E Jct US 60 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 17.7 ft. [5.4 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 18.4 ft. [5.6 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1905 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Other [9] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: February 2010
Good/Fair/Poor Condition: | Fair |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 432 [as of 2008] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 31.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $97,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2010 | Fair | Satisfactory | Satisfactory | Fair | 432 | 31.9 |
February 2000 | Good | Good | Good | Good | - | 34.0 |
April 1991 | Good | Good | Good | Good | - | 37.0 |