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SMITHFIELD STREET over I-376 & SR 8041(RAMP F)

Map 

Coordinates:
+40.43638, -80.00113
40°26'11" N, 80°00'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SMITHFIELD STREET over I-376 & SR 8041(RAMP F)
Structure number:000000000001743
Old structure number:023027003000000 (from 1992 edition)
Location:N.APPR.SPAN SMTHFLD.ST.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:118.8 ft. [36.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:12,685 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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]
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:44.9 tons [40.8 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201447.6Functionally obsoleteFairFairFair12685
July 201247.5Functionally obsoleteFairFairSatisfactory13091
July 201047.4Not deficientFairFairSatisfactory13233
July 200850.7Not deficientFairFairSatisfactory12801
May 200860.3Not deficientSatisfactoryFairSatisfactory12801
May 200660.4Not deficientSatisfactoryFairSatisfactory12598
May 200456.5Not deficientSatisfactoryFairSatisfactory19079
May 200253.8Not deficientSatisfactoryFairSatisfactory18593
May 200066.9Functionally obsoleteSatisfactorySatisfactorySatisfactory18263
20000.0Not applicable---29180
April 199868.8Functionally obsoleteSatisfactorySatisfactorySatisfactory14542
April 199668.9Functionally obsoleteSatisfactorySatisfactorySatisfactory14285
April 199271.0Structurally deficientFairPoorPoor-
March 199071.0Structurally deficientFairPoorPoor-