+40.46000, -80.07500
40°27'36" N, 80°04'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000002385
Old structure number:027301000020620 (from 1992 edition)
Location:CC02 CHARTIERS CRK # 2
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:149.9 ft. [45.7 m]
Total length:855.0 ft. [260.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:7
Main spans material:Steel [3]
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:12,037 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201594.5Not deficientSatisfactorySatisfactoryGood12037
May 201392.5Not deficientSatisfactorySatisfactoryGood12037
September 201192.5Not deficientSatisfactorySatisfactoryGood12037
September 200992.5Not deficientSatisfactorySatisfactoryGood12037
March 200992.5Not deficientSatisfactoryGoodGood12037
September 200790.5Not deficientSatisfactoryGoodGood12037
August 200591.5Not deficientSatisfactoryGoodGood12037
November 200393.5Not deficientSatisfactoryGoodGood12037
September 200193.5Not deficientSatisfactoryGoodGood12037
October 199993.5Not deficientSatisfactoryGoodGood12037
20000.0Not applicable---50
November 199794.5Not deficientGoodGoodGood12037
January 199693.3Not deficientGoodGoodVery Good12037
November 199393.3Not deficientGoodVery GoodVery Good12037
November 199293.3Not deficientSatisfactoryVery GoodGood12037
November 199094.3Not deficientVery GoodVery GoodVery Good12037