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S.R 8041 CONNECTOR over RAMP N TO MON WHARF

Map 

Coordinates:
+40.43833, -80.00833
40°26'18" N, 80°00'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.R 8041 CONNECTOR over RAMP N TO MON WHARF
Structure number:000000000041708
Old structure number:028041025010260 (from 1992 edition)
Location:EASTBOUND CONNECTOR RAMP
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.1 ft. [17.1 m]
Total length:1897.1 ft. [578.2 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:2002
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:35
Main spans material:Prestressed concrete continuous [6]
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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,523 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:96.8 tons [88.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$692,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201678.1GoodGoodVery GoodGoodFO14523
May 201480.0GoodGoodVery GoodGoodFO16735
December 201279.9GoodGoodVery GoodGoodFO18169
December 201079.9GoodGoodVery GoodGood-18293
December 200880.1GoodGoodVery GoodGood-14563
December 200680.1GoodGoodVery GoodGood-14332
December 200479.3GoodGoodVery GoodGood-14022
December 200283.4FairGoodVery GoodSatisfactory-13665