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LRD PINE RIVER ST over WILLOW CREEK

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

Facts 

Name:LRD PINE RIVER ST over WILLOW CREEK
Structure number:B69003200000000
Location:0.4M N JCT STH 21
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,899 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.4 tons [37.6 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:38.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$223,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201638.6PoorPoorPoorFairSD1899
May 201540.9PoorFairPoorFairSD1899
May 201441.1PoorFairPoorFairSD1800
May 201238.8PoorPoorPoorFairSD1800
June 201038.2PoorFairPoorFairSD1800
July 200853.9FairSatisfactoryFairSatisfactory-1800
May 200664.4FairSatisfactorySatisfactorySatisfactory-1800
June 200464.7FairGoodSatisfactorySatisfactory-1600
July 200264.7FairGoodGoodSatisfactory-1600
March 200064.5FairSatisfactoryGoodSatisfactory-1600
May 199864.5FairSatisfactoryGoodSatisfactory-1600
May 199664.5FairSatisfactoryVery GoodSatisfactory-1600
May 199463.9FairVery GoodVery GoodSatisfactory-1600
May 199263.9FairVery GoodVery GoodSatisfactory-1600
May 199064.0FairVery GoodSatisfactorySatisfactory-1540