RTE 293 over MINE LAKE INLET
Map
Coordinates:
+41.34940, -74.0471341°20'58" N, 74°02'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 293 over MINE LAKE INLET |
Structure number: | 000000001045080 |
Location: | 3.0 MI N JCT RTS 293+6 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 45.9 ft. [14.0 m] |
Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,660 [as of 2014] |
Truck traffic: | 12% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 92.9 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $1,261,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | - | Satisfactory | Good | 3660 | 92.9 |
November 2015 | Fair | - | Satisfactory | Good | 3673 | 94.7 |
November 2013 | Fair | - | Satisfactory | Good | 3673 | 94.7 |
November 2011 | Fair | - | Satisfactory | Good | 4350 | 94.0 |
October 2009 | Fair | - | Satisfactory | Good | 4568 | 94.9 |
October 2007 | Fair | - | Satisfactory | Good | 3136 | 96.2 |
October 2005 | Fair | - | Satisfactory | Good | 2685 | 96.6 |
November 2003 | Good | - | Good | Good | 2685 | 96.6 |
November 2001 | Good | Good | Good | Good | 2609 | 96.6 |
November 1999 | Good | Good | Good | Good | 2191 | 97.0 |
October 1997 | Fair | - | Good | Satisfactory | 2136 | 97.1 |
September 1995 | Fair | - | Satisfactory | Fair | 2157 | 85.7 |
September 1993 | Fair | - | Satisfactory | Satisfactory | 1910 | 96.3 |
August 1991 | Fair | - | Satisfactory | Satisfactory | 2024 | 96.2 |
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 |
Reinforced Concrete Arch | linear ft. | 26 | 0 | 20 | 6 | 0 |
Substructure |
Reinforced Concrete Pile Cap/Footing | linear ft. | 148 | 148 | 0 | 0 | 0 |