Share:

EIGHTH STREET over MILL CREEK RR EVANS ST

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.30,04112,96914,3202,7520
Steel Stringerlinear ft.1,468201,395530
Deck
Reinforced Concrete Decksq. ft.190,60981,86292,61115,802334
Superstructure
Steel Floor Beamlinear ft.28040216240
Substructure
Reinforced Concrete Columneach2342082600
Reinforced Concrete Abutmentlinear ft.1408042180
Reinforced Concrete Pier Caplinear ft.5,3783,5411,3195180
Joints
Other Jointlinear ft.910910000
Bearings
Elastomeric Bearingeach121121000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.10,92610,51041411