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77ST ENT WESTDR over PED PATH OPP 77ST
Map
Coordinates:
+40.77902, -73.97303
40°46'44" N, 73°58'23" W
+40.77902, -73.97303
40°46'44" N, 73°58'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 77ST ENT WESTDR over PED PATH OPP 77ST |
| Structure number: | 000000002246460 |
| Location: | IN CENTRAL PARK |
| Purpose: | Carries highway and pedestrian walkway over pedestrian/bicycle trail |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 32.8 ft. [10.0 m] |
| Total length: | 73.2 ft. [22.3 m] |
| Roadway width between curbs: | 25.3 ft. [7.7 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1920 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 132 [as of 2011] |
| Truck traffic: | 6% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 68.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $11,081,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | - | Fair | Fair | 132 | 68.3 |
| January 2016 | Fair | - | Fair | Fair | 134 | 64.6 |
| January 2014 | Fair | - | Fair | Fair | 348 | 60.1 |
| January 2012 | Fair | - | Fair | Fair | 348 | 60.1 |
| January 2010 | Fair | - | Fair | Fair | 348 | 60.1 |
| January 2008 | Fair | - | Fair | Fair | 348 | 60.1 |
| March 2006 | Fair | - | Fair | Satisfactory | 348 | 60.1 |
| February 2004 | Fair | - | Fair | Satisfactory | 348 | 59.1 |
| March 2002 | Fair | - | Fair | Satisfactory | 348 | 56.7 |
| March 2000 | Fair | - | Fair | Satisfactory | 348 | 56.7 |
| January 1998 | Fair | - | Fair | Satisfactory | 348 | 56.7 |
| January 1996 | Poor | - | Poor | Fair | 1800 | 36.4 |
| March 1994 | Poor | - | Poor | Fair | 1800 | 36.4 |
| March 1992 | Poor | - | Poor | Poor | 1800 | 36.4 |
| April 1990 | Poor | - | Poor | Fair | 1800 | 27.0 |
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 | ||||||
| Masonry Arch | linear ft. | 66 | 40 | 0 | 26 | 0 |
| Substructure | ||||||
| Masonry Pier Wall | linear ft. | 42 | 25 | 0 | 17 | 0 |
| Masonry Abutment | linear ft. | 84 | 50 | 0 | 34 | 0 |
| Bridge Rail | ||||||
| Masonry Bridge Rail | linear ft. | 146 | 146 | 0 | 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/1385327
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1385327