+40.04358, -75.21753
40°02'37" N, 75°13'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000039035
Old structure number:674001010000000 (from 1992 edition)
Location:WEST VALLEY AVE. 3479 F04
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:748.1 ft. [228.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
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 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,368 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:83.8 tons [76.2 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
Sufficiency rating:46.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201446.4FairSatisfactoryFairFairFO28368
September 201248.5FairSatisfactoryFairFairFO14569
September 201046.9FairSatisfactoryFairFairFO15460
September 200830.5PoorSatisfactoryFairPoorSD15426
September 200610.5PoorSatisfactoryFairPoorSD29918
September 200410.3PoorSatisfactoryFairPoorSD39714
October 200210.3PoorSatisfactoryFairPoorSD38286
November 200039.0PoorSatisfactoryFairPoorSD26288
November 199852.0FairSatisfactoryFairFairFO25874
October 199621.2PoorSatisfactoryFairPoorSD25091
November 199424.2PoorSatisfactoryFairPoorSD24482
March 199324.2PoorSatisfactorySatisfactoryPoorSD24049
March 199139.2FairSatisfactorySatisfactoryFair-31622