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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
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:Bituminous [6]

Latest Available Inspection: April 2012 

Status:Open, no restriction [A]
Average daily traffic:5,600 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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: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:60.5 tons [55.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201263.9Structurally deficientPoorFairFair5600
April 201063.9Structurally deficientPoorFairFair5600
April 200863.9Structurally deficientPoorFairFair5600
April 200678.4Not deficientSatisfactorySatisfactorySatisfactory5600
May 200478.4Not deficientSatisfactorySatisfactorySatisfactory5600
May 200278.4Not deficientGoodGoodSatisfactory5600
May 200078.4Not deficientGoodGoodSatisfactory5600
May 199878.1Not deficientGoodGoodSatisfactory5600
July 199578.1Not deficientGoodGoodGood5600
April 199378.1Not deficientGoodGoodGood5600
April 199178.1Not deficientSatisfactoryGoodGood5600