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SEYMOUR AVENUE over MILL CREEK

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

Facts 

Name:SEYMOUR AVENUE over MILL CREEK
Structure number:3136922
Location:0.7 MI W AWAYNE & SEYMOUR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:88.9 ft. [27.1 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,316 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:85.6 tons [77.8 metric tons]
Inventory rating:51.4 tons [46.7 metric tons]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201677.9GoodVery GoodExcellentVery GoodFO10316
March 201583.9GoodVery GoodExcellentVery GoodFO3091
March 201483.9GoodVery GoodExcellentVery GoodFO3091
February 201383.9GoodVery GoodExcellentVery GoodFO3091
March 201283.9GoodVery GoodExcellentVery GoodFO3091
May 201083.9GoodVery GoodVery GoodVery GoodFO3091
April 200983.9GoodVery GoodVery GoodExcellentFO3091
April 200883.9GoodVery GoodVery GoodExcellentFO3091
May 200783.9GoodVery GoodVery GoodExcellentFO3091
April 200683.9GoodVery GoodVery GoodExcellentFO3091
February 200583.9GoodVery GoodVery GoodExcellentFO3091
December 200283.9GoodVery GoodVery GoodExcellentFO3091
November 200183.9GoodVery GoodVery GoodExcellent-3091
December 199983.9GoodExcellentVery GoodExcellent-3091
November 199883.9GoodExcellentExcellentExcellent-3091
November 199583.9GoodExcellentExcellentExcellent-3091