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HARRISON AV over P&W RR
Map
Coordinates:
+42.00274, -71.50527
42°00'10" N, 71°30'19" W
+42.00274, -71.50527
42°00'10" N, 71°30'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HARRISON AV over P&W RR |
| Structure number: | 000000000006870 |
| Location: | 200ft N of JCT RI 122 |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 57.4 ft. [17.5 m] |
| Total length: | 57.4 ft. [17.5 m] |
| Roadway width between curbs: | 31.8 ft. [9.7 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1913 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 4,500 [as of 2006] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 64.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $41,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Poor | - | Poor | Fair | 4500 | 64.6 |
| May 2015 | Poor | - | Poor | Fair | 4500 | 66.0 |
| May 2013 | Poor | - | Poor | Fair | 4500 | 65.3 |
| June 2011 | Poor | - | Poor | Fair | 4500 | 65.3 |
| June 2009 | Poor | - | Poor | Fair | 4500 | 65.3 |
| June 2007 | Poor | - | Poor | Fair | 4500 | 66.3 |
| March 2003 | Poor | - | Poor | Poor | 11000 | 66.4 |
| April 2001 | Poor | - | Poor | Poor | 11000 | 66.4 |
| April 1999 | Poor | - | Poor | Poor | 11000 | 66.4 |
| March 1997 | Poor | - | Poor | Poor | 1500 | 67.8 |
| March 1995 | Fair | - | Fair | Fair | 1500 | 83.9 |
| March 1993 | Fair | - | Fair | Fair | 1500 | 84.9 |
| March 1992 | Fair | - | Fair | Fair | - | 86.0 |
| August 1991 | Fair | - | Fair | Fair | - | 73.6 |
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. | 173 | 0 | 113 | 56 | 4 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 100 | 0 | 30 | 70 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 227 | 0 | 191 | 36 | 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/1479992
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479992