RTE 11 over BOARDMAN BROOK
Map
Coordinates:
+44.92694, -74.0711744°55'37" N, 74°04'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 11 over BOARDMAN BROOK |
Structure number: | 000000001008980 |
Location: | 0.3 MI E JCT US 11 + SH 3 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 28.9 ft. [8.8 m] |
Skew angle: | 50° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,930 [as of 2018] |
Truck traffic: | 20% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 95.2 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $342,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Good | 7 out of 10 | 4930 | 95.2 |
May 2016 | Good | 7 out of 10 | 5012 | 95.2 |
April 2014 | Good | 7 out of 10 | 5010 | 95.0 |
April 2012 | Good | 7 out of 10 | 5400 | 94.9 |
May 2010 | Fair | N out of 10 | 5027 | 95.0 |
June 2008 | Fair | N out of 10 | 5027 | 89.9 |
May 2006 | Fair | N out of 10 | 4675 | 90.1 |
June 2004 | Fair | N out of 10 | 4420 | 90.2 |
August 2002 | Fair | N out of 10 | 4420 | 89.9 |
July 2000 | Fair | N out of 10 | 4420 | 87.9 |
July 1998 | Fair | N out of 10 | 4157 | 88.0 |
September 1996 | Fair | N out of 10 | 4588 | 77.0 |
June 1994 | Fair | 5 out of 10 | 4389 | 81.4 |
July 1992 | Fair | 5 out of 10 | 4724 | 81.2 |
June 1990 | Poor | 4 out of 10 | 4724 | 63.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pile Cap/Footing | linear ft. | 286 | 50 | 236 | 0 | 0 |
Culvert |
Reinforced Concrete Culvert | linear ft. | 143 | 40 | 103 | 0 | 0 |