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GRANT AVENUE over WOODEN BRIDGE RUN

Map

Coordinates:
+40.07669, -75.02130
40°04'36" N, 75°01'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:GRANT AVENUE over WOODEN BRIDGE RUN
Structure number:000000000038799
Old structure number:671018005000000 (from 1992 edition)
Location:.5MI.EAST ROUTE 1 3372H09
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,375 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$153,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201571.0FairGoodSatisfactoryFair-30375
January 201471.0FairGoodSatisfactoryFair-34883
January 201279.1FairGoodSatisfactoryFair-16068
February 201078.8FairGoodSatisfactoryFair-16726
February 200868.0PoorPoorSatisfactoryFairSD33797
March 200671.1PoorPoorSatisfactoryFairSD33239
February 200471.0PoorPoorSatisfactoryFairSD34478
February 200268.2PoorPoorSatisfactoryFairSD32975
September 199949.0PoorPoorFairFairSD32358
September 199753.0PoorFairSatisfactoryPoorSD40571
October 199551.0PoorPoorSatisfactoryPoorSD39932
March 199456.8PoorPoorGoodPoorSD15548
March 199257.0PoorPoorSatisfactoryPoorSD15274
March 199057.3PoorPoorSatisfactoryPoorSD14690