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ROUTE 60 over P&O RR ,CHARTIERS C,ROAD

Map

Coordinates:
+40.44008, -80.08338
40°26'24" N, 80°05'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 60 over P&O RR ,CHARTIERS C,ROAD
Structure number:000000000000768
Old structure number:020060011001660 (from 1992 edition)
Location:THORNBURG BRIDGE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:214.9 ft. [65.5 m]
Total length:685.1 ft. [208.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1980
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:3
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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,635 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:66.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201566.4FairFairSatisfactorySatisfactoryFO12635
May 201392.0FairSatisfactorySatisfactorySatisfactory-12774
March 201191.5FairSatisfactorySatisfactorySatisfactory-14163
March 200991.4FairSatisfactorySatisfactorySatisfactory-14316
April 200787.1FairSatisfactorySatisfactorySatisfactoryFO14316
April 200587.1FairSatisfactorySatisfactoryGoodFO13908
April 200389.1FairSatisfactorySatisfactorySatisfactoryFO14764
April 200189.2FairSatisfactorySatisfactorySatisfactoryFO14503
April 199988.1FairSatisfactoryGoodSatisfactoryFO17258
April 199787.0FairSatisfactoryGoodSatisfactoryFO20048
March 199587.2FairSatisfactoryGoodSatisfactoryFO19694
April 199395.4FairSatisfactoryGoodSatisfactoryFO1438
February 199195.4FairGoodGoodSatisfactoryFO1438

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,1103,750270900
Steel Protective Coatingsq. ft.64,51964,519000
Deck
Reinforced Concrete Decksq. ft.33,22331,9241,29900
Substructure
Reinforced Concrete Pier Walllinear ft.9393000
Masonry Pier Walllinear ft.5246600
Reinforced Concrete Abutmentlinear ft.124124000
Reinforced Concrete Pier Caplinear ft.2352231200
Joints
Strip Seal Jointlinear ft.8080000
Pourable Jointlinear ft.8071900
Bearings
Movable Bearingeach3631500
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3701,2810890