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POWERS STREET over WEST FORK MILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: July 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201681.0GoodGoodVery GoodVery Good-1600
November 201581.0GoodGoodVery GoodVery Good-1600
March 201583.0GoodVery GoodVery GoodVery Good-1600
January 201383.0GoodVery GoodVery GoodVery Good-1600
March 201283.0GoodVery GoodVery GoodVery Good-1600
May 201082.0GoodVery GoodVery GoodExcellent-1600
April 200982.0GoodVery GoodVery GoodExcellent-1600
April 200882.0GoodVery GoodVery GoodExcellent-1600
June 200782.0GoodVery GoodVery GoodExcellent-1600
200083.0-----1600