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STILLWELL ROAD over AMBERLY CREEK N OF SUMMI

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

Facts 

Name:STILLWELL ROAD over AMBERLY CREEK N OF SUMMI
Structure number:3161331
Location:0.3 MI N OF SUMMIT RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span 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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 1991]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 desirable criteria [8]
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:104.8 tons [95.3 metric tons]
Inventory rating:67.8 tons [61.6 metric tons]
Sufficiency rating:83.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201583.1Not deficientSatisfactorySatisfactorySatisfactory1500
May 201354.0Not deficientFairFairSatisfactory1500
May 201265.1Not deficientSatisfactorySatisfactorySatisfactory1500
June 201164.7Not deficientSatisfactorySatisfactoryGood1500
July 201063.7Not deficientGoodGoodGood1500
April 200963.9Not deficientGoodGoodGood1500
April 200863.9Not deficientGoodGoodGood1500
June 200763.9Not deficientGoodGoodGood1500
August 200663.9Not deficientGoodGoodGood1500
March 200563.9Not deficientGoodGoodGood1500
January 200364.9Not deficientGoodGoodGood1500
January 200282.1Not deficientGoodGoodGood1500
December 199982.1Not deficientGoodGoodGood1500
October 199882.1Not deficientGoodGoodGood1500
December 199580.8Not deficientGoodGoodGood1500
November 199480.9Not deficientGoodGoodGood1500
November 199379.9Not deficientGoodGoodGood1500
September 199279.9Not deficientGoodGoodGood1500
January 199279.9Not deficientGoodGoodGood1500
February 199179.9Not deficientGoodSatisfactoryGood1240