RTE 907C over GERRITSEN INLET
Map
Coordinates:
+40.58570, -73.9127740°35'09" N, 73°54'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RTE 907C over GERRITSEN INLET |
Structure number: | 000000002231450 |
Location: | 2.9MI E BELT PKY+OCEAN PY |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 126.0 ft. [38.4 m] |
Total length: | 520.0 ft. [158.5 m] |
Roadway width between curbs: | 74.2 ft. [22.6 m] |
Deck width edge-to-edge: | 100.1 ft. [30.5 m] |
Vertical clearance below bridge: | 24.0 ft. [7.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1939 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 158,174 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 5.0 tons [4.5 metric tons] |
Inventory rating: | 5.0 tons [4.5 metric tons] |
Sufficiency rating: | 16.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $145,527,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 16.0 | Poor | Poor | Poor | Fair | SD | 158174 |
August 2015 | 15.0 | Poor | Poor | Poor | Fair | SD | 157170 |
August 2014 | 15.0 | Poor | Poor | Poor | Fair | SD | 157170 |
December 2013 | 15.0 | Poor | Poor | Poor | Fair | SD | 166580 |
July 2012 | 15.0 | Poor | Poor | Poor | Fair | SD | 134400 |
August 2011 | 15.0 | Poor | Poor | Poor | Fair | SD | 134400 |
August 2010 | 15.0 | Poor | Poor | Poor | Fair | SD | 151992 |
October 2009 | 15.0 | Poor | Poor | Poor | Fair | SD | 134380 |
December 2008 | 15.0 | Poor | Poor | Poor | Fair | SD | 134380 |
June 2007 | 15.0 | Poor | Poor | Fair | Fair | SD | 134380 |
August 2006 | 15.0 | Poor | Poor | Fair | Fair | SD | 151992 |
July 2005 | 15.0 | Poor | Poor | Fair | Fair | SD | 151992 |
August 2004 | 15.0 | Poor | Poor | Fair | Fair | SD | 151992 |
July 2003 | 15.0 | Poor | Poor | Fair | Fair | SD | 136128 |
July 2002 | 15.0 | Poor | Poor | Fair | Fair | SD | 138688 |
August 2001 | 15.0 | Poor | Poor | Fair | Fair | SD | 138688 |
August 2000 | 15.0 | Poor | Poor | Poor | Fair | SD | 130326 |
October 1999 | 15.0 | Poor | Poor | Serious | Fair | SD | 130326 |
November 1998 | 15.0 | Poor | Poor | Serious | Fair | SD | 129278 |
November 1997 | 15.0 | Poor | Poor | Poor | Serious | SD | 120141 |
July 1996 | 31.0 | Poor | Poor | Poor | Serious | SD | 120141 |
June 1995 | 30.0 | Poor | Poor | Poor | Serious | SD | 120141 |
December 1994 | 30.0 | Poor | Poor | Poor | Serious | SD | 120141 |
November 1993 | 35.0 | Poor | Poor | Poor | Serious | SD | 134447 |
August 1992 | 35.0 | Poor | Poor | Poor | Serious | SD | 115000 |
August 1990 | 35.0 | Poor | Poor | Serious | Serious | SD | 115000 |