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FREEPORT RD over BARGE BASIN

Map

Coordinates:
+40.53185, -79.84795
40°31'55" N, 79°50'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FREEPORT RD over BARGE BASIN
Structure number:000000000001366
Old structure number:021001021016950 (from 1992 edition)
Location:HARMAR OVER BARGE BASIN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:2336.1 ft. [712.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,808 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$593,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory1980864.0
May 2016FairGoodSatisfactorySatisfactory2001864.0
May 2014FairVery GoodSatisfactorySatisfactory1075371.9
May 2012PoorPoorFairPoor1109837.5
May 2010PoorPoorFairPoor1121837.3
May 2008PoorPoorFairPoor1121837.3
May 2006PoorPoorFairFair2612549.0
May 2004PoorPoorPoorPoor2555936.0
June 2002PoorPoorPoorPoor2490836.0
September 2000PoorPoorPoorPoor1296436.0
July 1998PoorPoorPoorPoor1273536.0
August 1996FairFairFairFair1204758.2
August 1994FairFairFairFair1156859.4
August 1992FairFairFairFair1138656.6
August 1990FairFairFairFair1088857.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.166166000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Stringerlinear ft.747747000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.3,5673,567000
Superstructure
Steel Floor Beamlinear ft.205205000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.7474000
Masonry Abutmentlinear ft.7474000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.174174000