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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: January 2014 

Status:Open, no restriction [A]
Average daily traffic:34,883 [as of 2013]
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:80.7 tons [73.4 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Sufficiency rating:71.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201471.0Not deficientGoodSatisfactoryFair34883
January 201279.1Not deficientGoodSatisfactoryFair16068
February 201078.8Not deficientGoodSatisfactoryFair16726
February 200868.0Structurally deficientPoorSatisfactoryFair33797
March 200671.1Structurally deficientPoorSatisfactoryFair33239
February 200471.0Structurally deficientPoorSatisfactoryFair34478
February 200268.2Structurally deficientPoorSatisfactoryFair32975
September 199949.0Structurally deficientPoorFairFair32358
September 199753.0Structurally deficientFairSatisfactoryPoor40571
October 199551.0Structurally deficientPoorSatisfactoryPoor39932
March 199456.8Structurally deficientPoorGoodPoor15548
March 199257.0Structurally deficientPoorSatisfactoryPoor15274
March 199057.3Structurally deficientPoorSatisfactoryPoor14690