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SR 376 WB, RAMP B over LR1039 RP A(F),MON RIVER

Map

Coordinates:
+40.43958, -80.01000
40°26'22" N, 80°00'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 376 WB, RAMP B over LR1039 RP A(F),MON RIVER
Structure number:000000000001120
Old structure number:020376000300000 (from 1992 edition)
Location:RAMP-FT PITT OVR RP A(F)
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:183.1 ft. [55.8 m]
Total length:505.9 ft. [154.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1958
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:5
Main spans material:Steel [3]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,480 [as of 2016]
Truck traffic:8% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:72.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,584,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201672.0GoodGoodGoodGoodFO46480
August 201472.0GoodGoodGoodGoodFO42061
August 201272.0GoodGoodGoodGoodFO42525
August 201072.0GoodGoodGoodGoodFO45133
August 200872.0GoodGoodGoodGoodFO40321
August 200672.0FairGoodSatisfactoryGoodFO25643
August 200472.0FairGoodSatisfactoryGoodFO33619
August 200247.0PoorSeriousSatisfactoryPoorSD31689
August 200047.0PoorSeriousSatisfactoryPoorSD30910
August 199847.0PoorSeriousSatisfactoryPoorSD30156
June 199647.0PoorPoorSatisfactoryPoorSD52777
July 199447.0PoorPoorSatisfactoryPoorSD49990
May 199247.0PoorPoorSatisfactoryPoorSD49010
May 199048.0PoorFairSatisfactoryPoorSD46667