Share:

RAMP B-S.B.(ON) over I-95,FRANKFORD CR,RR,RMP

Map

Coordinates:
+39.99231, -75.08590
39°59'32" N, 75°05'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP B-S.B.(ON) over I-95,FRANKFORD CR,RR,RMP
Structure number:000000000039385
Old structure number:678017025014060 (from 1992 edition)
Location:(BRI) RAMP B S.B. 3591G01
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:134.8 ft. [41.1 m]
Total length:1266.1 ft. [385.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,305 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:81.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,990,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairFairFairFair830581.9
February 2014FairFairFairFair759885.5
February 2012FairFairFairFair759885.5
March 2010FairFairFairFair765085.5
April 2008FairFairFairFair1281379.6
March 2008FairFairFairFair1286783.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.22,05519,4362,61720
Steel Protective Coatingsq. ft.354,854354,854000
Deck
Reinforced Concrete Decksq. ft.156,6320156,63200
Superstructure
Steel Floor Beamlinear ft.1,1757852499546
Steel Protective Coatingsq. ft.182,804182,804000
Substructure
Reinforced Concrete Columneach502111180
Reinforced Concrete Abutmentlinear ft.1267126290
Steel Pier Caplinear ft.645332262510
Steel Protective Coatingsq. ft.161,297161,297000
Joints
Strip Seal Jointlinear ft.1,120469557094
Bearings
Movable Bearingeach167729500
Steel Protective Coatingsq. ft.333,348333,348000
Fixed Bearingeach1515000
Steel Protective Coatingsq. ft.161,297161,297000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,4575,339105130