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LIE SERVICE RD over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.74239, -73.83798
40°44'33" N, 73°50'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIE SERVICE RD over RTE I678, FLUSHING RIVER
Structure number:000000001055100
Location:JCT I495 & I678
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Local (Urban) [19]
Length of largest span:73.8 ft. [22.5 m]
Total length:375.0 ft. [114.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:26.9 ft. [8.2 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:12,257 [as of 1996]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$15,244,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201462.0Functionally obsoleteSatisfactorySatisfactoryFair12257
April 201262.0Functionally obsoleteSatisfactorySatisfactoryFair12257
April 201062.0Functionally obsoleteSatisfactorySatisfactoryFair12257
April 200862.0Functionally obsoleteSatisfactorySatisfactoryFair12257
May 200662.0Functionally obsoleteSatisfactoryFairFair12257
May 200462.0Functionally obsoleteSatisfactoryFairFair12257
June 200262.0Functionally obsoleteSatisfactoryFairFair12257
February 200059.0Functionally obsoleteFairFairFair12257
20000.0Not applicable---500
April 199844.5Structurally deficientFairSatisfactoryPoor12257
May 199641.9Structurally deficientPoorPoorPoor12257
April 199442.0Structurally deficientPoorPoorPoor15000
June 199243.1Structurally deficientFairFairPoor15000
October 199042.0Structurally deficientPoorFairPoor15000