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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 2015 

Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 1990]
Deck condition:Good [7 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:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201597.3Not deficientGoodSatisfactorySatisfactory18000
June 201497.3Not deficientVery GoodSatisfactorySatisfactory18000
May 201395.3Not deficientVery GoodSatisfactoryGood18000
July 201295.3Not deficientVery GoodSatisfactoryGood18000
July 201192.2Structurally deficientPoorSatisfactoryGood18000
December 201095.3Not deficientVery GoodSatisfactoryGood18000
December 200864.5Not deficientSatisfactoryFairFair18000
September 200730.5Structurally deficientFairFairSerious18000
March 200538.1Structurally deficientFairFairSerious18000
December 200338.1Structurally deficientFairFairSerious18000
November 200257.0Structurally deficientFairFairPoor18000
November 200166.3Structurally deficientFairFairPoor18000
February 200066.3Structurally deficientFairSatisfactoryPoor18000
November 199866.3Structurally deficientFairSatisfactoryPoor18000
September 199547.0Structurally deficientFairSatisfactoryPoor18000
September 199347.8Structurally deficientFairSatisfactoryPoor18000
October 199247.8Structurally deficientFairSatisfactoryPoor18000
October 199164.8Functionally obsoleteFairSatisfactoryFair18000
December 199064.8Functionally obsoleteFairSatisfactoryFair18000