RTE I90 over SILVER CREEK
Map
Coordinates:
+42.51792, -79.1528342°31'05" N, 79°09'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE I90 over SILVER CREEK |
Structure number: | 000000005511521 |
Location: | 3.3 MI SW OF SILVR CK INT |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 136.2 ft. [41.5 m] |
Total length: | 288.1 ft. [87.8 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
Owner: | State Toll Authority [31] |
Year built: | 1954 |
Year reconstructed: | 2015 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,354 [as of 2014] |
Truck traffic: | 28% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 93.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $12,404,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Excellent | Good | Satisfactory | 12354 | 93.5 |
December 2015 | Fair | Excellent | Good | Satisfactory | 12354 | 96.4 |
July 2014 | Poor | Poor | Fair | Satisfactory | 12143 | 79.4 |
July 2012 | Poor | Poor | Fair | Satisfactory | 12200 | 79.4 |
June 2010 | Poor | Poor | Fair | Satisfactory | 12147 | 79.4 |
June 2008 | Poor | Poor | Fair | Satisfactory | 12147 | 79.4 |
May 2006 | Poor | Poor | Fair | Satisfactory | 12668 | 79.4 |
May 2004 | Poor | Poor | Fair | Satisfactory | 13631 | 80.3 |
June 2002 | Poor | Poor | Fair | Satisfactory | 13631 | 80.3 |
August 2000 | Poor | Poor | Fair | Satisfactory | 13583 | 80.3 |
June 1998 | Poor | Poor | Good | Very Good | 12808 | 91.5 |
June 1996 | Poor | Poor | Poor | Poor | 11042 | 62.2 |
August 1994 | Poor | Poor | Poor | Poor | 10305 | 60.6 |
August 1992 | Poor | Poor | Poor | Poor | 10023 | 37.8 |
August 1990 | Poor | Poor | Poor | Poor | 9600 | 39.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 17,004 | 16,400 | 604 | 0 | 0 |
Wearing Surfaces | sq. ft. | 16,106 | 6,639 | 9,467 | 0 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 136 | 82 | 54 | 0 | 0 |
Reinforced Concrete Floor Beam | linear ft. | 1,204 | 1,152 | 52 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 74 | 69 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 120 | 40 | 80 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 80 | 8 | 72 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 604 | 205 | 399 | 0 | 0 |