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AVERY ROAD over ROCK CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AVERY ROAD over ROCK CREEK
Structure number:200000M-0049010
Location:0.75 MI N OF JCT SR 28
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,175 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Inventory rating:82.3 tons [74.8 metric tons]
Sufficiency rating:80.8
Estimated cost of work:$10,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201580.8GoodGoodGoodGood-4175
August 201380.8GoodGoodGoodGood-4175
August 201180.8GoodGoodGoodGood-4175
August 200980.9GoodGoodGoodGood-3780
August 200780.9GoodGoodGoodGood-3780
August 200580.9GoodGoodGoodGood-3780
August 200380.9GoodGoodVery GoodGood-3780
August 200181.9GoodGoodVery GoodGood-3780
August 1999100.0GoodGoodVery GoodGood-175
August 1997100.0GoodVery GoodVery GoodVery Good-175
July 1995100.0GoodVery GoodVery GoodVery Good-175
June 199338.1FairSatisfactorySatisfactoryGoodFO175
August 199129.2FairSatisfactorySatisfactoryGoodFO175