Share:

ROCKAWAY BLVD over HOOK CREEK

Map 

Coordinates:
+40.63486, -73.73973
40°38'05" N, 73°44'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKAWAY BLVD over HOOK CREEK
Structure number:000000002300130
Location:ROCKAWAY BLVD OVER HOOK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:163.7 ft. [49.9 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:111.6 ft. [34.0 m]
Owner:County Highway Agency [02]
Year built:1993
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:42,932 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,912,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201577.0Not deficientSatisfactorySatisfactoryGood42932
July 201383.0Not deficientGoodGoodVery Good42932
August 201183.0Not deficientGoodGoodVery Good42900
August 200983.0Not deficientGoodGoodVery Good66101
July 200783.0Not deficientGoodGoodVery Good64155
July 200583.0Not deficientExcellentGoodVery Good66402
June 200383.0Not deficientExcellentVery GoodExcellent66402
July 200183.0Not deficientExcellentVery GoodExcellent67237
September 199983.0Not deficientExcellentVery GoodExcellent66849
December 199783.0Not deficientVery GoodSatisfactoryGood61407
October 199583.0Not deficientVery GoodVery GoodSatisfactory53054
August 199383.0Not deficientVery GoodVery GoodSatisfactory50681
September 199135.0Structurally deficientPoorPoorPoor50681