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WELSH ROAD over PAULS RUN

Map

Coordinates:
+40.09176, -75.04735
40°05'30" N, 75°02'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WELSH ROAD over PAULS RUN
Structure number:000000000038769
Old structure number:671011008002550 (from 1992 edition)
Location:AT ALBURGER AVENUE3372C06
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:57.7 ft. [17.6 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,948 [as of 2015]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:80.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$373,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201680.1FairGoodSatisfactoryFair-17948
February 201482.4FairGoodSatisfactoryFair-11004
February 201283.2FairGoodSatisfactoryFair-8417
March 201083.2FairGoodSatisfactoryFair-8439
March 200883.2FairGoodSatisfactoryFair-8439
March 200679.9FairGoodSatisfactoryFair-15728
February 200479.6FairGoodSatisfactoryFair-16612
February 200291.7FairGoodSatisfactorySatisfactory-18465
August 199990.8FairGoodSatisfactorySatisfactory-18119
September 199789.3FairGoodGoodSatisfactory-23478
October 199592.2FairGoodSatisfactorySatisfactory-15903
February 199492.9FairGoodGoodSatisfactory-13519
February 199294.0FairGoodGoodSatisfactory-13367
March 199093.1FairGoodGoodSatisfactory-13079