+40.03330, -75.01800
40°01'60" N, 75°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000038756
Old structure number:671007010012090 (from 1992 edition)
Location:STATE/PRISON RD.3482H05
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.0 ft. [19.8 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:11,513 [as of 2014]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 conditions; field review indicates action is required. [4]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:81.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201481.2Not deficientSatisfactoryFairFair11513
May 201282.9Not deficientSatisfactoryFairFair6292
May 201082.9Not deficientSatisfactoryFairFair6308
May 200882.9Not deficientSatisfactoryFairFair6308
May 200681.0Not deficientSatisfactorySatisfactoryFair21461
March 200482.1Not deficientSatisfactorySatisfactoryFair17951
April 200279.3Not deficientSatisfactorySatisfactoryFair17306
May 199978.4Not deficientFairSatisfactoryFair16916
May 199789.4Functionally obsoleteSatisfactorySatisfactorySatisfactory12154
May 199589.2Functionally obsoleteSatisfactorySatisfactorySatisfactory11963
May 199377.8Functionally obsoleteSatisfactoryVery GoodFair11570
June 199193.7Not deficientSatisfactoryVery GoodSatisfactory10856