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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201576.8FairSatisfactoryFairFairFO11280
August 201376.8FairSatisfactoryFairFairFO11280
August 201176.3FairSatisfactoryFairFairFO10956
August 200976.2FairSatisfactoryFairFairFO11031
August 200782.7FairSatisfactoryFairFairFO49
August 200582.5FairSatisfactoryFairSatisfactoryFO48
August 200393.5FairSatisfactorySatisfactorySatisfactoryFO47
August 200196.0FairSatisfactorySatisfactorySatisfactoryFO45
August 199985.0FairSatisfactoryFairGoodFO45
September 199785.0FairSatisfactoryFairGoodFO42
September 199591.9FairSatisfactoryGoodGoodFO40
September 199391.9GoodGoodGoodGood-38
September 199191.9GoodGoodVery GoodGood-38