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INTERSTATE 376 WB over ABDN RR,2ND AVE,10TH ST

Map 

Coordinates:
+40.43437, -79.99578
40°26'04" N, 79°59'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 376 WB over ABDN RR,2ND AVE,10TH ST
Structure number:000000000001133
Old structure number:020376001100000 (from 1992 edition)
Location:1/4 MI. E.OF LIBERTY BR.
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:180.1 ft. [54.9 m]
Total length:1750.1 ft. [533.4 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1985
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:7
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:13,075 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201565.9Functionally obsoleteGoodFairSatisfactory13075
October 201365.8Functionally obsoleteGoodFairSatisfactory13788
October 201165.9Functionally obsoleteGoodFairGood14062
October 200965.9Functionally obsoleteGoodFairGood20749
October 200766.0Functionally obsoleteGoodFairGood25438
October 200564.0Functionally obsoleteGoodFairFair28089
October 200364.0Functionally obsoleteGoodFairFair26425
October 200164.0Functionally obsoleteGoodFairFair25150
October 199964.0Functionally obsoleteGoodFairSatisfactory25150
20000.0Not applicable----
October 199768.0Functionally obsoleteGoodFairSatisfactory59030
November 199532.4Functionally obsoleteGoodFairSatisfactory56187
October 199332.4Functionally obsoleteGoodFairSatisfactory54817