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DOUGLASTON PKWY over RTE 907A

Map 

Coordinates:
+40.74572, -73.73512
40°44'45" N, 73°44'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLASTON PKWY over RTE 907A
Structure number:000000002266139
Location:.2 MI SE JCT GCP & CIP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:11.2 ft. [3.4 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:7,074 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.9 tons [91.7 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,811,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201489.9Functionally obsoleteFairSatisfactoryGood7074
March 201287.9Structurally deficientPoorSatisfactoryGood7100
March 201085.4Structurally deficientPoorSatisfactoryGood23200
March 200885.4Structurally deficientPoorSatisfactoryGood23200
March 200686.4Structurally deficientPoorSatisfactoryGood23200
April 200487.4Structurally deficientPoorSatisfactoryGood23200
May 200284.6Structurally deficientPoorGoodGood2320
March 200073.5Structurally deficientPoorFairFair2320
June 199866.1Structurally deficientPoorFairFair2320
June 199666.0Structurally deficientPoorFairFair2320
May 199448.0Structurally deficientPoorPoorFair2320
June 199353.1Structurally deficientPoorPoorFair2320
April 199279.6Structurally deficientPoorFairFair2320
June 199069.3Structurally deficientPoorFairFair2320