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GEST STREET over MILL CREEK

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

Facts 

Name:GEST STREET over MILL CREEK
Structure number:3161749
Location:0.4 MI W OF DALTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:100.1 ft. [30.5 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:14,021 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:54.6 tons [49.6 metric tons]
Sufficiency rating:77.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201677.3GoodVery GoodVery GoodVery GoodFO14021
November 201578.2GoodGoodVery GoodVery GoodFO6532
April 201579.2GoodVery GoodVery GoodVery GoodFO6532
March 201479.2GoodVery GoodVery GoodVery GoodFO6532
March 201377.2GoodVery GoodVery GoodVery GoodFO6532
May 201177.2GoodVery GoodVery GoodVery GoodFO6532
June 201079.2GoodVery GoodVery GoodVery GoodFO6532
April 200979.2GoodVery GoodVery GoodVery GoodFO6532
April 200879.2GoodVery GoodVery GoodVery GoodFO6532
June 200779.2GoodVery GoodVery GoodVery GoodFO6532
February 200579.2GoodVery GoodVery GoodVery Good-6532
January 200379.2GoodVery GoodVery GoodVery Good-6532
February 200279.2GoodVery GoodVery GoodExcellent-6532
October 199979.2GoodVery GoodVery GoodExcellent-6532
October 199879.2GoodVery GoodVery GoodExcellent-6532