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LR 1039,STA.976+34 over STATE RAMPS,RR.,CHATEAU

Map 

Coordinates:
+40.45803, -80.03036
40°27'29" N, 80°01'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LR 1039,STA.976+34 over STATE RAMPS,RR.,CHATEAU
Structure number:000000000000826
Old structure number:020065001200000 (from 1992 edition)
Location:PGH.(MARSHALL AVE.INTCH.)
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:160.1 ft. [48.8 m]
Total length:1778.0 ft. [541.9 m]
Roadway width between curbs:69.6 ft. [21.2 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
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:4
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:31,659 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:63.8 tons [58.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201494.4Functionally obsoleteVery GoodVery GoodGood31659
March 201275.2Functionally obsoleteFairFairFair12822
March 201056.8Structurally deficientPoorFairPoor12961
March 200856.6Structurally deficientPoorFairPoor15376
March 200473.7Structurally deficientPoorFairFair32410
April 200275.7Structurally deficientPoorFairFair33289
April 200075.7Structurally deficientPoorFairFair32699
20000.0Not applicable---44
April 199875.7Structurally deficientPoorFairFair36184
April 199682.0Structurally deficientPoorFairFair31628
April 199480.9Functionally obsoleteFairFairSatisfactory30370
April 199264.9Structurally deficientFairPoorSatisfactory21727