+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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,410 [as of 2016]
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:38.9 tons [35.4 metric tons]
Sufficiency rating:81.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$178,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.3FairSatisfactoryFairFair-11410
May 201481.2FairSatisfactoryFairFair-11513
May 201282.9FairSatisfactoryFairFair-6292
May 201082.9FairSatisfactoryFairFair-6308
May 200882.9FairSatisfactoryFairFair-6308
May 200681.0FairSatisfactorySatisfactoryFair-21461
March 200482.1FairSatisfactorySatisfactoryFair-17951
April 200279.3FairSatisfactorySatisfactoryFair-17306
May 199978.4FairFairSatisfactoryFair-16916
May 199789.4FairSatisfactorySatisfactorySatisfactoryFO12154
May 199589.2FairSatisfactorySatisfactorySatisfactoryFO11963
May 199377.8FairSatisfactoryVery GoodFairFO11570
June 199193.7FairSatisfactoryVery GoodSatisfactory-10856