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BUSH ROAD over BULKLEY CREEK

Map 

Coordinates:
+42.20914, -76.76314
42°12'33" N, 76°45'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BUSH ROAD over BULKLEY CREEK
Structure number:000000003332050
Location:IN SULLIVANVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.7 ft. [11.8 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1977
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:89.1 tons [81.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:79.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$216,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201579.7FairFairExcellentFair-24
April 201380.7FairSatisfactoryExcellentFair-24
May 201174.7FairSatisfactoryExcellentFair-30
April 200975.7FairSatisfactoryExcellentFair-37
May 200775.7FairSatisfactoryExcellentFair-38
May 200579.6FairSatisfactoryExcellentFair-38
June 200390.6GoodExcellentExcellentGood-38
June 200172.0GoodExcellentExcellentGoodFO164
May 20002.0PoorPoorPoorFairSD164
June 19992.0PoorPoorSeriousSeriousSD164
May 19982.0PoorPoorPoorPoorSD164
May 19972.0PoorFairSeriousFairSD164
June 19969.2PoorFairSeriousSeriousSD164
May 199539.4PoorFairSeriousSeriousSD20
May 199436.4PoorFairSeriousSeriousSD20
June 199336.4PoorFairSeriousSeriousSD20
April 199249.6PoorFairPoorPoorSD20
June 199049.6PoorFairPoorPoorSD20