CROTN FL RD CR 34 over W BRANCH CROTON R
Map
Coordinates:
+41.35545, -73.6713541°21'20" N, 73°40'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CROTN FL RD CR 34 over W BRANCH CROTON R |
Structure number: | 000000003345570 |
Location: | 0.7 MI NW OF CROTON FALLS |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 78.7 ft. [24.0 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1908 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,062 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 76.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $3,526,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 8062 | 76.0 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 8197 | 55.2 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 8451 | 75.8 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 8500 | 75.8 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 8451 | 75.8 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 8451 | 75.8 |
May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 8612 | 74.8 |
June 2004 | Fair | Satisfactory | Satisfactory | Good | 8612 | 75.8 |
June 2002 | Fair | Fair | Fair | Fair | 8612 | 63.0 |
July 2000 | Fair | - | Satisfactory | Satisfactory | 8612 | 75.8 |
June 1998 | Fair | - | Good | Satisfactory | 8612 | 75.8 |
May 1996 | Fair | - | Fair | Fair | 8612 | 66.3 |
May 1994 | Fair | - | Fair | Fair | 2500 | 67.8 |
April 1992 | Fair | - | Fair | Fair | 2500 | 67.8 |
April 1990 | Fair | - | Satisfactory | Fair | 2500 | 55.0 |
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. | 75 | 0 | 72 | 3 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 142 | 52 | 87 | 3 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 27 | 0 | 26 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 166 | 0 | 166 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,241 | 0 | 2,241 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,984 | 0 | 1,984 | 0 | 0 |