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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201570.0Not deficientFairSatisfactoryFair55141
July 201382.0Not deficientVery GoodVery GoodSatisfactory55141
June 201182.0Not deficientVery GoodVery GoodSatisfactory55100
July 200982.0Not deficientVery GoodExcellentSatisfactory58539
August 200782.0Not deficientVery GoodExcellentSatisfactory62302
June 200583.0Not deficientVery GoodExcellentSatisfactory50831
July 200383.0Not deficientVery GoodExcellentGood50831
July 200183.0Not deficientVery GoodVery GoodGood56743
August 199983.0Not deficientGoodVery GoodGood77789
October 199784.0Not deficientSatisfactoryVery GoodSatisfactory48102
August 199571.0Not deficientFairVery GoodFair41360
December 199372.0Not deficientFairVery GoodFair34000
August 199172.0Not deficientFairVery GoodFair34000