HWY BACON ST over I 95
Map
Coordinates:
+41.89702, -71.3731641°53'49" N, 71°22'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY BACON ST over I 95 |
Structure number: | A160413XADOTNBI |
Location: | .1 MI SW OF US 1 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 285.1 ft. [86.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 50.9 ft. [15.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,327 [as of 2016] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 62.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $6,820,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 17327 | 62.2 |
June 2016 | Fair | Fair | Fair | Fair | 17327 | 62.2 |
June 2014 | Fair | Fair | Fair | Fair | 11793 | 66.8 |
June 2012 | Fair | Fair | Fair | Satisfactory | 21500 | 62.2 |
June 2010 | Fair | Fair | Fair | Satisfactory | 21500 | 62.2 |
June 2008 | Fair | Fair | Satisfactory | Satisfactory | 17000 | 75.5 |
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 |
Steel Girder/Beam | linear ft. | 1,916 | 1,386 | 470 | 60 | 0 |
Steel Protective Coating | sq. ft. | 18,129 | 15,379 | 2,700 | 25 | 25 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,180 | 12,355 | 1,663 | 162 | 0 |
Wearing Surfaces | sq. ft. | 11,158 | 9,948 | 1,130 | 80 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 0 | 8 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 115 | 69 | 26 | 20 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 174 | 129 | 27 | 18 | 0 |
Joints |
Compression Joint | linear ft. | 117 | 22 | 90 | 5 | 0 |
Other Joint | linear ft. | 59 | 19 | 40 | 0 | 0 |
Bearings |
Movable Bearing | each | 28 | 4 | 24 | 0 | 0 |
Fixed Bearing | each | 28 | 0 | 27 | 1 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 635 | 608 | 27 | 0 | 0 |