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RICHMOND AVENUE over RICHMOND CREEK

Map 

Coordinates:
+40.56684, -74.16975
40°34'01" N, 74°10'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RICHMOND AVENUE over RICHMOND CREEK
Structure number:000000002240350
Location:4.2MI E RT440 & RICH PWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:303.8 ft. [92.6 m]
Roadway width between curbs:83.3 ft. [25.4 m]
Deck width edge-to-edge:107.3 ft. [32.7 m]
Vertical clearance below bridge:6.9 ft. [2.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55,141 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:70.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,192,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201570.0FairFairSatisfactoryFair-55141
July 201382.0FairVery GoodVery GoodSatisfactory-55141
June 201182.0FairVery GoodVery GoodSatisfactory-55100
July 200982.0FairVery GoodExcellentSatisfactory-58539
August 200782.0FairVery GoodExcellentSatisfactory-62302
June 200583.0FairVery GoodExcellentSatisfactory-50831
July 200383.0GoodVery GoodExcellentGood-50831
July 200183.0GoodVery GoodVery GoodGood-56743
August 199983.0GoodGoodVery GoodGood-77789
October 199784.0FairSatisfactoryVery GoodSatisfactory-48102
August 199571.0FairFairVery GoodFair-41360
December 199372.0FairFairVery GoodFair-34000
August 199172.0FairFairVery GoodFair-34000