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EIGHTH STREET over MILL CREEK RR EVANS ST

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

Facts 

Name:EIGHTH STREET over MILL CREEK RR EVANS ST
Structure number:3136582
Location:.2MI W OF INT DALTON&8TH
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:2730.1 ft. [832.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1929
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:4
Main spans material:Steel [3]
Main spans 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: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,917 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:96.9 tons [88.1 metric tons]
Inventory rating:58.1 tons [52.8 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201698.5FairSatisfactorySatisfactorySatisfactory-4917
September 201597.3FairGoodSatisfactorySatisfactory-18000
June 201497.3FairVery GoodSatisfactorySatisfactory-18000
May 201395.3FairVery GoodSatisfactoryGood-18000
July 201295.3FairVery GoodSatisfactoryGood-18000
July 201192.2PoorPoorSatisfactoryGoodSD18000
December 201095.3FairVery GoodSatisfactoryGood-18000
December 200864.5FairSatisfactoryFairFair-18000
September 200730.5PoorFairFairSeriousSD18000
March 200538.1PoorFairFairSeriousSD18000
December 200338.1PoorFairFairSeriousSD18000
November 200257.0PoorFairFairPoorSD18000
November 200166.3PoorFairFairPoorSD18000
February 200066.3PoorFairSatisfactoryPoorSD18000
November 199866.3PoorFairSatisfactoryPoorSD18000
September 199547.0PoorFairSatisfactoryPoorSD18000
September 199347.8PoorFairSatisfactoryPoorSD18000
October 199247.8PoorFairSatisfactoryPoorSD18000
October 199164.8FairFairSatisfactoryFairFO18000
December 199064.8FairFairSatisfactoryFairFO18000