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STILLWELL ROAD over AMBERLY CREEK

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

Facts

Name:STILLWELL ROAD over AMBERLY CREEK
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.0 tons [31.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:66.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201666.2FairSatisfactorySatisfactorySatisfactory-1500
May 201583.1FairSatisfactorySatisfactorySatisfactory-1500
May 201354.0FairFairFairSatisfactory-1500
May 201265.1FairSatisfactorySatisfactorySatisfactory-1500
June 201164.7FairSatisfactorySatisfactoryGood-1500
July 201063.7GoodGoodGoodGood-1500
April 200963.9GoodGoodGoodGood-1500
April 200863.9GoodGoodGoodGood-1500
June 200763.9GoodGoodGoodGood-1500
August 200663.9GoodGoodGoodGood-1500
March 200563.9GoodGoodGoodGood-1500
January 200364.9GoodGoodGoodGood-1500
January 200282.1GoodGoodGoodGood-1500
December 199982.1GoodGoodGoodGood-1500
October 199882.1GoodGoodGoodGood-1500
December 199580.8GoodGoodGoodGood-1500
November 199480.9GoodGoodGoodGood-1500
November 199379.9GoodGoodGoodGood-1500
September 199279.9GoodGoodGoodGood-1500
January 199279.9GoodGoodGoodGood-1500
February 199179.9FairGoodSatisfactoryGood-1240