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HWY MASS AVE over OTHER RELIEF
Map
Coordinates:
+42.33537, -71.06487
42°20'07" N, 71°03'54" W
+42.33537, -71.06487
42°20'07" N, 71°03'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY MASS AVE over OTHER RELIEF |
| Structure number: | B16660918DOTNBI |
| Location: | MASS AVE. INT. |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 46.9 ft. [14.3 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Skew angle: | 9° |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 41,100 [as of 2015] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 62.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,241,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Satisfactory | Good | Good | 41100 | 62.8 |
| January 2015 | Fair | Satisfactory | Good | Good | 41100 | 62.8 |
| January 2013 | Fair | Satisfactory | Good | Good | 22560 | 66.7 |
| January 2011 | Fair | Satisfactory | Good | Good | - | 87.5 |
| January 2009 | Fair | Satisfactory | Good | Good | - | 37.0 |
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 Girder/Beam | linear ft. | 470 | 460 | 10 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,626 | 3,701 | 925 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,371 | 4,371 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 280 | 278 | 0 | 2 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 195 | 0 | 194 | 0 | 1 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 84 | 84 | 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/1235257
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235257