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BE SERVICE ROAD over WESTCHESTER CREEK

Map 

Coordinates:
+40.82830, -73.84246
40°49'42" N, 73°50'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BE SERVICE ROAD over WESTCHESTER CREEK
Structure number:000000001066510
Location:JCT.I95-I678-I295 & I278
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:464.9 ft. [141.7 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:28.9 ft. [8.8 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:Movable - Bascule [16]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:17,874 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Meets minimum tolerable limits to be left in place as is [4]
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:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:82.1 tons [74.6 metric tons]
Inventory rating:14.4 tons [13.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$80,708,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201524.4Structurally deficientFairPoorFair17874
September 201424.2Structurally deficientFairPoorFair17874
October 201338.9Structurally deficientFairPoorFair17900
October 201238.9Structurally deficientFairPoorFair17900
November 201038.9Structurally deficientFairPoorFair41548
November 200938.9Structurally deficientFairPoorFair41548
November 200838.9Structurally deficientFairPoorFair41548
October 200738.9Structurally deficientFairPoorFair41548
September 200638.9Structurally deficientFairPoorFair41548
November 200538.9Structurally deficientFairPoorFair41548
October 200438.9Structurally deficientFairPoorFair41548
August 200338.9Structurally deficientFairPoorFair41548
August 200238.0Structurally deficientFairPoorFair41548
July 200138.0Structurally deficientFairPoorFair41548
July 200047.8Not deficientFairFairSatisfactory41548
August 199947.8Not deficientFairFairSatisfactory41548
November 199845.8Structurally deficientPoorFairSatisfactory41548
November 199718.0Structurally deficientSeriousSeriousSerious41548
December 199636.0Structurally deficientPoorSeriousSerious41548
October 199535.0Structurally deficientPoorPoorSerious41548
December 199433.0Structurally deficientSeriousSeriousSerious41548
September 199333.0Structurally deficientSeriousSeriousSerious41548
September 199233.0Structurally deficientSeriousSeriousSerious41548
September 199135.0Structurally deficientPoorSeriousSerious41548