Share:

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

Map

Coordinates:
+40.43581, -79.97001
40°26'09" N, 79°58'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,8407704,026440
Steel Protective Coatingsq. ft.107,531107,531000
Deck
Reinforced Concrete Decksq. ft.30,27529,75751800
Superstructure
Steel Pin or Pin & Hangar Assemblyeach3630600
Steel Protective Coatingsq. ft.96,77896,778000
Substructure
Steel Columneach40400
Steel Protective Coatingsq. ft.32,25932,259000
Reinforced Concrete Columneach123270
Reinforced Concrete Abutmentlinear ft.51162780
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Steel Pier Caplinear ft.98504800
Steel Protective Coatingsq. ft.32,25932,259000
Reinforced Concrete Pier Caplinear ft.144141210
Joints
Compression Jointlinear ft.250024109
Other Jointlinear ft.2525000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach4035500
Steel Protective Coatingsq. ft.96,77896,778000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,4222,3922820