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

Facts

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