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HWY CLUB ST over RR (ABANDONED)
Map
Coordinates:
+41.69697, -71.17605
41°41'49" N, 71°10'34" W
+41.69697, -71.17605
41°41'49" N, 71°10'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY CLUB ST over RR (ABANDONED) |
| Structure number: | F020079FCMUNNBI |
| Location: | INTERSECTION BAY & CLUB S |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 82.7 ft. [25.2 m] |
| Total length: | 82.7 ft. [25.2 m] |
| Roadway width between curbs: | 24.9 ft. [7.6 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1912 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,290 [as of 2017] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 64.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,943,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Fair | Fair | Good | 1290 | 64.2 |
| January 2015 | Fair | Fair | Fair | Good | 1200 | 45.3 |
| January 2013 | Fair | Fair | Fair | Good | 1200 | 65.3 |
| January 2011 | Fair | Fair | Fair | Good | 1200 | 65.3 |
| November 2009 | Fair | Fair | Fair | Good | 1000 | 65.3 |
| November 2007 | Fair | Fair | Fair | Satisfactory | 1000 | 65.3 |
| November 2005 | Fair | Fair | Fair | Satisfactory | 1000 | 20.3 |
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. | 83 | 57 | 21 | 5 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 64 | 40 | 24 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 179 | 162 | 17 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236115
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236115