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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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,899 [as of 2015]
Deck condition:Fair [5 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]
Evaluation:Structurally deficient [1]
Sufficiency rating:40.9
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. ratingEvaluationDeckSuper.Sub.ADT
May 201540.9Structurally deficientFairPoorFair1899
May 201441.1Structurally deficientFairPoorFair1800
May 201238.8Structurally deficientPoorPoorFair1800
June 201038.2Structurally deficientFairPoorFair1800
July 200853.9Not deficientSatisfactoryFairSatisfactory1800
May 200664.4Not deficientSatisfactorySatisfactorySatisfactory1800
June 200464.7Not deficientGoodSatisfactorySatisfactory1600
July 200264.7Not deficientGoodGoodSatisfactory1600
March 200064.5Not deficientSatisfactoryGoodSatisfactory1600
May 199864.5Not deficientSatisfactoryGoodSatisfactory1600
May 199664.5Not deficientSatisfactoryVery GoodSatisfactory1600
May 199463.9Not deficientVery GoodVery GoodSatisfactory1600
May 199263.9Not deficientVery GoodVery GoodSatisfactory1600
May 199064.0Not deficientVery GoodSatisfactorySatisfactory1540