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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:3,091 [as of 1985]
Truck traffic:10% 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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201583.9Functionally obsoleteVery GoodExcellentVery Good3091
March 201483.9Functionally obsoleteVery GoodExcellentVery Good3091
February 201383.9Functionally obsoleteVery GoodExcellentVery Good3091
March 201283.9Functionally obsoleteVery GoodExcellentVery Good3091
May 201083.9Functionally obsoleteVery GoodVery GoodVery Good3091
April 200983.9Functionally obsoleteVery GoodVery GoodExcellent3091
April 200883.9Functionally obsoleteVery GoodVery GoodExcellent3091
May 200783.9Functionally obsoleteVery GoodVery GoodExcellent3091
April 200683.9Functionally obsoleteVery GoodVery GoodExcellent3091
February 200583.9Functionally obsoleteVery GoodVery GoodExcellent3091
December 200283.9Functionally obsoleteVery GoodVery GoodExcellent3091
November 200183.9Not deficientVery GoodVery GoodExcellent3091
December 199983.9Not deficientExcellentVery GoodExcellent3091
November 199883.9Not deficientExcellentExcellentExcellent3091
November 199583.9Not deficientExcellentExcellentExcellent3091
199685.9Not deficient---3091