Share: 
HWY REED RD over I 195
Map
Coordinates:
+41.65721, -71.03693
41°39'26" N, 71°02'13" W
+41.65721, -71.03693
41°39'26" N, 71°02'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY REED RD over I 195 |
| Structure number: | D040133X3DOTNBI |
| Location: | 1.3 MI N OF US 6 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 64.0 ft. [19.5 m] |
| Total length: | 257.9 ft. [78.6 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 49.2 ft. [15.0 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| 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: | 5 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,120 [as of 2017] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| 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: | 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: | 75.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $6,139,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Satisfactory | Fair | Satisfactory | 11120 | 75.4 |
| September 2015 | Fair | Satisfactory | Fair | Good | 12930 | 75.4 |
| September 2013 | Fair | Satisfactory | Fair | Good | 12930 | 75.4 |
| September 2011 | Fair | Satisfactory | Fair | Satisfactory | 12025 | 82.9 |
| September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 12025 | 94.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,900 | 1,264 | 254 | 382 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 11,697 | 11,127 | 570 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 9,500 | 9,500 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 99 | 82 | 17 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 196 | 194 | 2 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 160 | 0 | 0 | 0 | 160 |
| Bearings | ||||||
| Movable Bearing | each | 40 | 18 | 22 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |
| Fixed Bearing | each | 40 | 30 | 10 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 80 | 80 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 475 | 475 | 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/1235915
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1235915