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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201566.4Functionally obsoleteFairSatisfactorySatisfactory12635
May 201392.0Not deficientSatisfactorySatisfactorySatisfactory12774
March 201191.5Not deficientSatisfactorySatisfactorySatisfactory14163
March 200991.4Not deficientSatisfactorySatisfactorySatisfactory14316
April 200787.1Functionally obsoleteSatisfactorySatisfactorySatisfactory14316
April 200587.1Functionally obsoleteSatisfactorySatisfactoryGood13908
April 200389.1Functionally obsoleteSatisfactorySatisfactorySatisfactory14764
April 200189.2Functionally obsoleteSatisfactorySatisfactorySatisfactory14503
April 199988.1Functionally obsoleteSatisfactoryGoodSatisfactory17258
April 199787.0Functionally obsoleteSatisfactoryGoodSatisfactory20048
March 199587.2Functionally obsoleteSatisfactoryGoodSatisfactory19694
April 199395.4Functionally obsoleteSatisfactoryGoodSatisfactory1438
February 199195.4Functionally obsoleteGoodGoodSatisfactory1438