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HAWKINS AV over TASSEY HOLLOW & STREAM

Map 

Coordinates:
+40.41328, -79.87103
40°24'48" N, 79°52'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAWKINS AV over TASSEY HOLLOW & STREAM
Structure number:000000000002654
Old structure number:027449000090070 (from 1992 edition)
Location:P50007 TASSEY HOLLOW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:143.1 ft. [43.6 m]
Total length:518.1 ft. [157.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:Private (other than railroad) [26]
Year built:1970
Year reconstructed:2016
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:4
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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,600 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:79.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,074,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.2GoodGoodGoodGood-5600
April 201461.9PoorSeriousFairFairSD5600
April 201263.9PoorPoorFairFairSD5600
April 201063.9PoorPoorFairFairSD5600
April 200863.9PoorPoorFairFairSD5600
April 200678.4FairSatisfactorySatisfactorySatisfactory-5600
May 200478.4FairSatisfactorySatisfactorySatisfactory-5600
May 200278.4FairGoodGoodSatisfactory-5600
May 200078.4FairGoodGoodSatisfactory-5600
May 199878.1FairGoodGoodSatisfactory-5600
July 199578.1GoodGoodGoodGood-5600
April 199378.1GoodGoodGoodGood-5600
April 199178.1FairSatisfactoryGoodGood-5600