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RTE 907C over FRESH CREEK

Map

Coordinates:
+40.63839, -73.87874
40°38'18" N, 73°52'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over FRESH CREEK
Structure number:000000002231509
Location:5.0 MI SW I678+BELT PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:110.2 ft. [33.6 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:106.6 ft. [32.5 m]
Deck width edge-to-edge:126.6 ft. [38.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:172,950 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$31,121,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodExcellentExcellentExcellent17295084.0
November 2015GoodExcellentExcellentExcellent13974884.0
November 2013GoodExcellentExcellentExcellent13974884.0
October 2012GoodExcellentExcellentExcellent13970062.0
November 2011PoorPoorFairFair13970042.5
August 2010PoorPoorFairFair13974842.5
August 2009PoorPoorFairFair13974842.5
October 2008PoorPoorFairFair14541742.5
August 2007PoorPoorFairFair14562642.5
August 2006PoorPoorFairFair14562642.5
August 2005PoorPoorFairFair14541743.8
August 2004PoorPoorFairFair14541743.8
August 2003PoorPoorFairFair14541747.1
August 2002PoorPoorFairFair13881547.1
July 2001PoorPoorFairPoor13881522.1
September 2000PoorPoorSatisfactoryPoor13881522.1
October 1999PoorPoorSatisfactoryPoor14233920.6
November 1998PoorPoorFairFair14295936.6
December 1997PoorSeriousPoorSerious1306082.6
August 1996PoorSeriousPoorSerious1306082.4
July 1995PoorSeriousPoorSerious1306082.4
November 1994PoorSeriousPoorSerious1179362.4
November 1993PoorSeriousPoorSerious13060818.4
July 1992PoorSeriousPoorSerious11000018.4
October 1991PoorSeriousPoorPoor11000035.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,0387,038000
Steel Protective Coatingsq. ft.49,26649,266000
Deck
Reinforced Concrete Decksq. ft.39,11639,116000
Wearing Surfacessq. ft.32,95631,95601,0000
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.29014414420
Reinforced Concrete Pier Caplinear ft.290290000
Joints
Strip Seal Jointlinear ft.29001531370
Bearings
Elastomeric Bearingeach9292000
Steel Protective Coatingsq. ft.368368000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.308308000
Steel Protective Coatingsq. ft.2,2672,267000
Reinforced Concrete Bridge Raillinear ft.616616000