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376 EASTBOUND over MON RIVER & WARF, 376 WB

Map 

Coordinates:
+40.43831, -80.01270
40°26'18" N, 80°00'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:376 EASTBOUND over MON RIVER & WARF, 376 WB
Structure number:000000000001116
Old structure number:020376000200000 (from 1992 edition)
Location:376 E.B. OVER MON WHARF
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:2742.3 ft. [835.8 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:153.9 ft. [46.9 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:37,147 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:58.9 tons [53.5 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201477.8Functionally obsoleteGoodSatisfactorySatisfactory37147
April 201277.8Functionally obsoleteGoodSatisfactorySatisfactory37556
April 201079.2Not deficientGoodGoodGood13189
April 200878.2Not deficientGoodVery GoodGood18795
April 200678.6Not deficientGoodVery GoodGood23020
September 200576.0Not deficientVery GoodVery GoodGood33573
September 200376.2Not deficientVery GoodVery GoodGood31584
April 200236.4Structurally deficientPoorFairPoor30664
April 200036.6Structurally deficientPoorFairPoor29910
April 199836.8Structurally deficientPoorFairPoor29180
June 199633.6Structurally deficientPoorFairPoor52778
May 199437.6Structurally deficientPoorFairPoor49991
May 199237.8Structurally deficientPoorFairPoor49011
May 199038.2Structurally deficientPoorFairPoor46668