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HWY DEPOT ST over WATER BLACKSTONE RIVER
Map
Coordinates:
+42.17375, -71.68057
42°10'25" N, 71°40'50" W
+42.17375, -71.68057
42°10'25" N, 71°40'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY DEPOT ST over WATER BLACKSTONE RIVER |
| Structure number: | G080101BVMUNNBI |
| Location: | JUST W OF RTE 122 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 67.9 ft. [20.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
| Skew angle: | 3° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1925 |
| 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] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 2,600 [as of 2012] |
| Truck traffic: | 5% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 48.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $958,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | - | Fair | Satisfactory | 2600 | 48.0 |
| September 2016 | Fair | - | Fair | Satisfactory | 2600 | 48.0 |
| September 2014 | Fair | - | Fair | Satisfactory | 2600 | 47.0 |
| September 2012 | Fair | - | Fair | Satisfactory | 2600 | 47.0 |
| September 2010 | Fair | - | Satisfactory | Satisfactory | 2600 | 58.0 |
| September 2008 | Fair | - | Satisfactory | Satisfactory | 2600 | 58.0 |
| September 2006 | Fair | - | Satisfactory | Satisfactory | 2600 | 58.0 |
| September 2004 | Fair | - | Satisfactory | Satisfactory | 2600 | 58.0 |
| September 2002 | Good | - | Good | Good | 2600 | 58.0 |
| September 2000 | Good | - | Good | Good | 3800 | 58.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 408 | 408 | 0 | 0 | 0 |
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 68 | 20 | 24 | 24 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 60 | 52 | 8 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 186 | 1 | 140 | 45 | 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/1236416
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236416