RTE 908A over AMTRAK/CSXT/P&W
Map
Coordinates:
+40.85801, -73.8308040°51'29" N, 73°49'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE 908A over AMTRAK/CSXT/P&W |
Structure number: | 000000002241959 |
Location: | 0.2MI NW JCT BRPC&BPP |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 153.9 ft. [46.9 m] |
Total length: | 155.8 ft. [47.5 m] |
Roadway width between curbs: | 83.7 ft. [25.5 m] |
Deck width edge-to-edge: | 99.4 ft. [30.3 m] |
Vertical clearance below bridge: | 18.4 ft. [5.6 m] |
Skew angle: | 55° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1940 |
Year reconstructed: | 1997 |
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: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 78,163 [as of 2009] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 90.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $39,667,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 90.1 | Good | Very Good | Good | Good | FO | 78163 |
October 2014 | 90.1 | Fair | Good | Satisfactory | Satisfactory | FO | 78163 |
May 2012 | 90.1 | Fair | Very Good | Satisfactory | Good | FO | 78200 |
June 2010 | 90.1 | Fair | Very Good | Satisfactory | Good | FO | 78163 |
November 2008 | 90.1 | Fair | Excellent | Satisfactory | Good | FO | 78163 |
August 2006 | 88.1 | Fair | Excellent | Satisfactory | Good | FO | 116879 |
August 2004 | 89.2 | Fair | Excellent | Satisfactory | Good | - | 116879 |
June 2002 | 90.4 | Good | Excellent | Good | Good | - | 73241 |
June 2000 | 94.5 | Good | Excellent | Very Good | Very Good | - | 73241 |
December 1998 | 95.0 | Good | Excellent | Good | Very Good | - | 63116 |
October 1997 | 93.2 | Fair | Very Good | Good | Satisfactory | - | 57916 |
August 1996 | 19.0 | Poor | Serious | Serious | Poor | SD | 57916 |
November 1995 | 19.0 | Poor | Serious | Serious | Poor | SD | 57916 |
December 1994 | 19.0 | Poor | Serious | Serious | Poor | SD | 78731 |
December 1993 | 39.3 | Poor | Serious | Poor | Poor | SD | 57916 |
May 1992 | 37.7 | Poor | Serious | Poor | Poor | SD | 66254 |
September 1990 | 21.0 | Poor | Poor | Poor | Poor | SD | 77617 |