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LRD W CAMERON AVE over LINCOLN CREEK

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

Facts 

Name:LRD W CAMERON AVE over LINCOLN CREEK
Structure number:P40063600000000
Location:1.0M W JCT STH 57
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$839,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.9PoorSeriousSatisfactorySatisfactorySD2000
May 201594.9PoorSeriousSatisfactorySatisfactorySD1701
June 201494.9PoorSeriousSatisfactorySatisfactorySD1660
June 201294.9PoorPoorGoodSatisfactorySD1660
June 201073.6PoorPoorGoodSatisfactorySD2000
June 200873.6PoorPoorGoodSatisfactorySD2000
April 200673.6PoorPoorGoodSatisfactorySD2000
April 200473.6PoorPoorGoodSatisfactorySD2000
April 200275.3PoorPoorGoodSatisfactorySD950
July 200074.3PoorPoorVery GoodSatisfactorySD950
March 199874.3PoorPoorVery GoodSatisfactorySD950
August 199674.3PoorPoorVery GoodSatisfactorySD950
July 199476.1FairSatisfactoryVery GoodSatisfactoryFO950
October 199265.0FairSatisfactoryVery GoodFairFO950
September 199065.0FairSatisfactoryVery GoodFairFO950