+40.63839, -73.87874
40°38'18" N, 73°52'43" W
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:316.6 ft. [96.5 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:21.0 ft. [6.4 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 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:139,748 [as of 2008]
Truck traffic:4% 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]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:65.9 tons [59.9 metric tons]
Sufficiency rating:84.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$525,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201584.0GoodExcellentExcellentExcellent-139748
November 201384.0GoodExcellentExcellentExcellent-139748
October 201262.0GoodExcellentExcellentExcellentFO139700
November 201142.5PoorPoorFairFairSD139700
August 201042.5PoorPoorFairFairSD139748
August 200942.5PoorPoorFairFairSD139748
October 200842.5PoorPoorFairFairSD145417
August 200742.5PoorPoorFairFairSD145626
August 200642.5PoorPoorFairFairSD145626
August 200543.8PoorPoorFairFairSD145417
August 200443.8PoorPoorFairFairSD145417
August 200347.1PoorPoorFairFairSD145417
August 200247.1PoorPoorFairFairSD138815
July 200122.1PoorPoorFairPoorSD138815
September 200022.1PoorPoorSatisfactoryPoorSD138815
October 199920.6PoorPoorSatisfactoryPoorSD142339
November 199836.6PoorPoorFairFairSD142959
December 19972.6PoorSeriousPoorSeriousSD130608
August 19962.4PoorSeriousPoorSeriousSD130608
July 19952.4PoorSeriousPoorSeriousSD130608
November 19942.4PoorSeriousPoorSeriousSD117936
November 199318.4PoorSeriousPoorSeriousSD130608
July 199218.4PoorSeriousPoorSeriousSD110000
October 199135.4PoorSeriousPoorPoorSD110000