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GUY BREWER BLVD over RTE 907D, RTE 907D

Map 

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

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201576.1Functionally obsoleteExcellentExcellentExcellent14697
May 201376.1Functionally obsoleteVery GoodVery GoodVery Good14697
June 201176.1Not deficientVery GoodVery GoodVery Good14700
May 200976.0Not deficientVery GoodVery GoodVery Good16079
May 200776.0Not deficientVery GoodExcellentVery Good15307
April 200576.0Not deficientExcellentExcellentVery Good15307
May 200376.0Not deficientExcellentExcellentExcellent15307
March 20033.0Structurally deficientGoodSeriousSatisfactory14139
May 20013.0Structurally deficientGoodSeriousSatisfactory14139
February 20003.0Structurally deficientGoodSeriousSatisfactory14139
March 19993.0Structurally deficientVery GoodSeriousSatisfactory14139
April 19983.0Structurally deficientVery GoodSeriousFair15740
May 19973.0Structurally deficient-SeriousPoor15740
May 19963.0Structurally deficient-SeriousPoor15740
May 19953.0Structurally deficient-SeriousPoor15740
April 19943.0Structurally deficient-SeriousPoor15740
June 19933.0Structurally deficient-SeriousPoor15740
May 19923.0Structurally deficient-SeriousPoor15740
September 19913.0Structurally deficient-SeriousPoor15740