+40.66733, -73.77102
40°40'02" N, 73°46'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:GUY BREWER BLVD over RTE 907D, RTE 907D
Structure number:000000002231610
Location:1.6 MI E I678 & BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,697 [as of 2009]
Truck traffic:9% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:76.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,947,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201576.1GoodExcellentExcellentExcellentFO14697
May 201376.1GoodVery GoodVery GoodVery GoodFO14697
June 201176.1GoodVery GoodVery GoodVery Good-14700
May 200976.0GoodVery GoodVery GoodVery Good-16079
May 200776.0GoodVery GoodExcellentVery Good-15307
April 200576.0GoodExcellentExcellentVery Good-15307
May 200376.0GoodExcellentExcellentExcellent-15307
March 20033.0PoorGoodSeriousSatisfactorySD14139
May 20013.0PoorGoodSeriousSatisfactorySD14139
February 20003.0PoorGoodSeriousSatisfactorySD14139
March 19993.0PoorVery GoodSeriousSatisfactorySD14139
April 19983.0PoorVery GoodSeriousFairSD15740
May 19973.0Poor-SeriousPoorSD15740
May 19963.0Poor-SeriousPoorSD15740
May 19953.0Poor-SeriousPoorSD15740
April 19943.0Poor-SeriousPoorSD15740
June 19933.0Poor-SeriousPoorSD15740
May 19923.0Poor-SeriousPoorSD15740
September 19913.0Poor-SeriousPoorSD15740