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POWERS STREET over WEST FORK MILL CREEK

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

Facts 

Name:POWERS STREET over WEST FORK MILL CREEK
Structure number:3160904
Location:82 FT E OF HERRON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:48.9 ft. [14.9 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2000]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201581.0Not deficientGoodVery GoodVery Good1600
March 201583.0Not deficientVery GoodVery GoodVery Good1600
January 201383.0Not deficientVery GoodVery GoodVery Good1600
March 201283.0Not deficientVery GoodVery GoodVery Good1600
May 201082.0Not deficientVery GoodVery GoodExcellent1600
April 200982.0Not deficientVery GoodVery GoodExcellent1600
April 200882.0Not deficientVery GoodVery GoodExcellent1600
June 200782.0Not deficientVery GoodVery GoodExcellent1600
200083.0Not deficient---1600