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CHESTNUT ST over PA 28 EB&WB,RAMP H EB

Map 

Coordinates:
+40.46667, -80.01667
40°28'00" N, 80°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESTNUT ST over PA 28 EB&WB,RAMP H EB
Structure number:000000000000570
Old structure number:027301000031310 (from 1992 edition)
Location:301131 NEAR HEINZ PLANT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:83.0 ft. [25.3 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201477.3Functionally obsoleteGoodGoodSatisfactory5000
June 201277.3Functionally obsoleteGoodGoodSatisfactory5000
June 201077.3Functionally obsoleteGoodGoodSatisfactory5000
June 200877.3Functionally obsoleteGoodVery GoodGood5000
February 200877.3Functionally obsoleteGoodVery GoodGood5000
June 200677.3Functionally obsoleteGoodVery GoodGood5000
June 200480.1Functionally obsoleteGoodVery GoodGood5000
June 200280.1Functionally obsoleteGoodVery GoodGood5000
June 200080.1Functionally obsoleteGoodVery GoodGood5000
20000.0Not applicable---7281
May 199881.4Functionally obsoleteGoodVery GoodGood5000
May 199484.0Not deficientGoodVery GoodGood5000
March 199381.9Not deficientGoodVery GoodGood5000
November 199079.9Not deficientGoodVery GoodGood5000