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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 2014 

Status:Open, no restriction [A]
Average daily traffic:11,004 [as of 2014]
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: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:60.8 tons [55.3 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:82.4
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201482.4Not deficientGoodSatisfactoryFair11004
February 201283.2Not deficientGoodSatisfactoryFair8417
March 201083.2Not deficientGoodSatisfactoryFair8439
March 200883.2Not deficientGoodSatisfactoryFair8439
March 200679.9Not deficientGoodSatisfactoryFair15728
February 200479.6Not deficientGoodSatisfactoryFair16612
February 200291.7Not deficientGoodSatisfactorySatisfactory18465
August 199990.8Not deficientGoodSatisfactorySatisfactory18119
September 199789.3Not deficientGoodGoodSatisfactory23478
October 199592.2Not deficientGoodSatisfactorySatisfactory15903
February 199492.9Not deficientGoodGoodSatisfactory13519
February 199294.0Not deficientGoodGoodSatisfactory13367
March 199093.1Not deficientGoodGoodSatisfactory13079