I95 NB over RIVER ROAD
Map
Coordinates:
+44.60225, -69.5829144°36'08" N, 69°34'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I95 NB over RIVER ROAD |
Structure number: | 5993 |
Location: | .5 MI N TOWNLINE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 37° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1993 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,750 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 90.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 9750 | 90.0 |
July 2016 | Fair | Satisfactory | Satisfactory | Good | 9360 | 90.1 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 9670 | 91.2 |
December 2013 | Fair | Satisfactory | Good | Good | 9320 | 91.3 |
September 2011 | Fair | Satisfactory | Good | Good | 9320 | 91.3 |
November 2009 | Fair | Satisfactory | Good | Good | 9730 | 91.1 |
November 2007 | Fair | Satisfactory | Good | Good | 10240 | 91.0 |
October 2005 | Fair | Satisfactory | Good | Good | 9790 | 91.1 |
December 2003 | Fair | Satisfactory | Good | Good | 9970 | 91.1 |
October 2001 | Fair | Satisfactory | Good | Good | 9260 | 94.4 |
August 1999 | Fair | Satisfactory | Good | Good | 8920 | 96.5 |
September 1997 | Fair | Satisfactory | Good | Good | 8000 | 97.8 |
November 1995 | Fair | Satisfactory | Good | Good | 7570 | 99.4 |
April 1993 | Good | Good | Good | Good | 7450 | 99.4 |
January 1992 | Good | Good | Good | Good | 7520 | 99.4 |
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. | 960 | 760 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 960 | 660 | 200 | 100 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,944 | 0 | 6,944 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 105 | 50 | 55 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 106 | 106 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 106 | 40 | 56 | 10 | 0 |
Bearings |
Movable Bearing | each | 18 | 12 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 12 | 0 | 6 | 0 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 0 | 6 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 320 | 150 | 170 | 0 | 0 |