HWY STATE ST over HWY ROOSEVELT AVE
Map
Coordinates:
+42.11596, -72.5505842°06'57" N, 72°33'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY STATE ST over HWY ROOSEVELT AVE |
Structure number: | S240320N7MUNNBI |
Old structure number: | MUN246024100 (from 1992 edition) |
Location: | .2 MI NW OF WILBRAHAM RD |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 53.5 ft. [16.3 m] |
Deck width edge-to-edge: | 73.2 ft. [22.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1937 |
Year reconstructed: | 2011 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,690 [as of 2003] |
Truck traffic: | 6% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 5.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | - | Satisfactory | Satisfactory | 20690 | 5.0 |
May 2015 | Fair | - | Satisfactory | Good | 20690 | 5.0 |
May 2013 | Good | - | Good | Good | 20690 | 5.0 |
May 2011 | Good | - | Good | Good | 20690 | 5.0 |
August 2009 | Fair | - | Fair | Fair | 20690 | 3.0 |
August 2007 | Fair | - | Fair | Fair | 20690 | 61.9 |
August 2005 | Fair | - | Fair | Fair | 20690 | 61.9 |
August 2003 | Fair | - | Fair | Fair | 20690 | 61.9 |
July 2001 | Fair | - | Fair | Fair | 19500 | 62.1 |
July 1999 | Fair | - | Fair | Fair | 20000 | 62.0 |
April 1995 | Fair | - | Fair | Fair | 14500 | 56.4 |
May 1993 | Fair | - | Fair | Fair | 14500 | 56.4 |
January 1991 | Fair | - | Satisfactory | Satisfactory | 7654 | 75.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 146 | 136 | 10 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 104 | 88 | 10 | 0 | 6 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,362 | 4,352 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,254 | 3,254 | 0 | 0 | 0 |