RTE 203 over RTE 987G
Map
Coordinates:
+42.35391, -73.5774642°21'14" N, 73°34'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 203 over RTE 987G |
Structure number: | 000000001040170 |
Location: | JCT RTE203+TSP |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 113.9 ft. [34.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,966 [as of 2016] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 53.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $6,001,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Satisfactory | 2966 | 53.7 |
July 2015 | Fair | Fair | Fair | Satisfactory | 2789 | 52.0 |
July 2013 | Fair | Fair | Fair | Satisfactory | 2789 | 53.7 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 67.2 |
July 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2714 | 67.6 |
July 2007 | Fair | Fair | Fair | Satisfactory | 2909 | 53.7 |
August 2005 | Fair | Fair | Fair | Satisfactory | 2515 | 53.8 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 2515 | 68.5 |
August 2001 | Fair | Good | Satisfactory | Good | 2497 | 68.6 |
July 1999 | Fair | Good | Satisfactory | Good | 2890 | 64.3 |
July 1997 | Fair | - | Satisfactory | Good | 2705 | 65.2 |
June 1995 | Fair | - | Fair | Satisfactory | 2631 | 52.7 |
June 1993 | Fair | - | Fair | Satisfactory | 2401 | 53.2 |
June 1991 | Poor | - | Poor | Fair | 2492 | 34.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 62 | 0 | 62 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 124 | 0 | 89 | 35 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 230 | 0 | 197 | 33 | 0 |
Steel Protective Coating | sq. ft. | 1,508 | 0 | 0 | 1,466 | 42 |
Deck |
Reinforced Concrete Slab | sq. ft. | 7,108 | 0 | 4,322 | 2,786 | 0 |
Wearing Surfaces | sq. ft. | 5,504 | 0 | 0 | 5,358 | 146 |