Share:

RAMPV RD over RP.T,376 EB,WB,WALKING

Map 

Coordinates:
+40.43581, -79.97001
40°26'09" N, 79°58'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMPV RD over RP.T,376 EB,WB,WALKING
Structure number:000000000002741
Old structure number:028004001000270 (from 1992 edition)
Location:OAKLAND EXIT TO FORBES
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:182.1 ft. [55.5 m]
Total length:1210.0 ft. [368.8 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1985
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:8
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:11,280 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201576.8Functionally obsoleteSatisfactoryFairFair11280
August 201376.8Functionally obsoleteSatisfactoryFairFair11280
August 201176.3Functionally obsoleteSatisfactoryFairFair10956
August 200976.2Functionally obsoleteSatisfactoryFairFair11031
August 200782.7Functionally obsoleteSatisfactoryFairFair49
August 200582.5Functionally obsoleteSatisfactoryFairSatisfactory48
August 200393.5Functionally obsoleteSatisfactorySatisfactorySatisfactory47
August 200196.0Functionally obsoleteSatisfactorySatisfactorySatisfactory45
August 199985.0Functionally obsoleteSatisfactoryFairGood45
20000.0Not applicable---15351
September 199785.0Functionally obsoleteSatisfactoryFairGood42
September 199591.9Functionally obsoleteSatisfactoryGoodGood40
September 199391.9Not deficientGoodGoodGood38
September 199191.9Not deficientGoodVery GoodGood38