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


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


Name:SR 376 WB, RAMP B over LR1039 RP A(F),MON RIVER
Structure number:000000000001120
Old structure number:020376000300000 (from 1992 edition)
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 2014 

Status:Open, no restriction [A]
Average daily traffic:42,061 [as of 2014]
Truck traffic:9% 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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:62.8 tons [57.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201472.0Functionally obsoleteGoodGoodGood42061
August 201272.0Functionally obsoleteGoodGoodGood42525
August 201072.0Functionally obsoleteGoodGoodGood45133
August 200872.0Functionally obsoleteGoodGoodGood40321
August 200672.0Functionally obsoleteGoodSatisfactoryGood25643
August 200472.0Functionally obsoleteGoodSatisfactoryGood33619
August 200247.0Structurally deficientSeriousSatisfactoryPoor31689
August 200047.0Structurally deficientSeriousSatisfactoryPoor30910
August 199847.0Structurally deficientSeriousSatisfactoryPoor30156
June 199647.0Structurally deficientPoorSatisfactoryPoor52777
July 199447.0Structurally deficientPoorSatisfactoryPoor49990
May 199247.0Structurally deficientPoorSatisfactoryPoor49010
May 199048.0Structurally deficientFairSatisfactoryPoor46667