ARSENAL RD over SYLVAN SLOUGH
Map
Coordinates:
+41.51205, -90.5655341°30'43" N, 90°33'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ARSENAL RD over SYLVAN SLOUGH |
Structure number: | 000000000819904 |
Location: | VIADUCT RI ARSENAL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 83.7 ft. [25.5 m] |
Total length: | 603.4 ft. [183.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Owner: | Army [74] |
Year built: | 1906 |
Year reconstructed: | 1967 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 8 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 8,900 [as of 2018] |
Truck traffic: | 5% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 48.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $266,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Fair | 8900 | 48.3 |
October 2016 | Fair | Fair | Fair | Fair | 8900 | 48.3 |
November 2014 | Fair | Fair | Fair | Fair | 8900 | 48.3 |
July 2012 | Fair | Fair | Fair | Fair | 8900 | 48.3 |
December 2010 | Fair | Fair | Fair | Fair | 8900 | 6.0 |
October 2008 | Fair | Fair | Fair | Fair | 8900 | 6.0 |
June 2006 | Fair | Fair | Fair | Fair | 8900 | 65.0 |
June 2003 | Fair | Fair | Fair | Satisfactory | 8900 | 67.0 |
June 2001 | Fair | Fair | Fair | Satisfactory | 8900 | 67.0 |
June 1995 | Fair | Satisfactory | Satisfactory | Fair | 8900 | 69.2 |