Share: 
I 195 & COLLECTOR over OTHER BIKEWAY
Map
Coordinates:
+41.69456, -71.14703
41°41'40" N, 71°08'49" W
+41.69456, -71.14703
41°41'40" N, 71°08'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I 195 & COLLECTOR over OTHER BIKEWAY |
| Structure number: | F020673TPDOTNBI |
| Location: | RODMAN/LOWELL ST PROPERTY |
| Purpose: | Carries highway over pedestrian/bicycle trail |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 95.1 ft. [29.0 m] |
| Roadway width between curbs: | 125.0 ft. [38.1 m] |
| Deck width edge-to-edge: | 142.1 ft. [43.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 32° |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 89,272 [as of 2016] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 77.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $6,730,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Satisfactory | Satisfactory | Fair | 89272 | 77.4 |
| January 2016 | Poor | Satisfactory | Poor | Fair | 80057 | 55.2 |
| January 2014 | Fair | Satisfactory | Fair | Fair | 76200 | 74.3 |
| January 2012 | Fair | Satisfactory | Fair | Fair | 74000 | 73.6 |
| January 2010 | Fair | Satisfactory | Fair | Fair | 74000 | 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 | ||||||
| Steel Girder/Beam | linear ft. | 1,555 | 1,106 | 254 | 195 | 0 |
| Steel Protective Coating | sq. ft. | 12,636 | 7,034 | 3,264 | 1,414 | 924 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,017 | 7,639 | 2,378 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 8,552 | 8,552 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 341 | 258 | 15 | 68 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 183 | 183 | 0 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 23 | 0 | 5 | 18 | 0 |
| Steel Protective Coating | sq. ft. | 115 | 29 | 29 | 29 | 28 |
| Fixed Bearing | each | 23 | 0 | 5 | 18 | 0 |
| Steel Protective Coating | sq. ft. | 115 | 49 | 29 | 29 | 8 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 141 | 141 | 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/1236153
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236153