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LRD NORTHBOUND COL over LRD W HOLT AVE

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

Facts 

Name:LRD NORTHBOUND COL over LRD W HOLT AVE
Structure number:B40026300000000
Location:AT JCT WITH IH 43/94
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:67.9 ft. [20.7 m]
Total length:215.6 ft. [65.7 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2013
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:94.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,681,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201594.3Not deficientVery GoodSatisfactoryGood4200
June 201394.3Not deficientExcellentSatisfactoryGood5400
June 201188.9Functionally obsoleteVery GoodSatisfactoryGood5400
June 200988.9Functionally obsoleteVery GoodSatisfactoryGood5400
June 200788.9Functionally obsoleteGoodSatisfactorySatisfactory5400
June 200588.8Functionally obsoleteGoodSatisfactorySatisfactory7100
July 200388.8Functionally obsoleteGoodSatisfactorySatisfactory7100
September 200287.9Functionally obsoleteGoodSatisfactorySatisfactory61450
October 200177.9Functionally obsoleteFairFairSatisfactory9400
August 200077.9Functionally obsoleteFairFairSatisfactory9400
December 199978.2Functionally obsoleteFairFairSatisfactory6835
February 199878.2Functionally obsoleteFairFairSatisfactory6835
July 199678.2Functionally obsoleteFairFairSatisfactory6835
March 199583.4Not deficientSatisfactoryFairGood6835
December 199483.4Not deficientSatisfactoryFairGood6835
February 199367.2Structurally deficientSatisfactoryPoorSatisfactory6835
April 199167.2Structurally deficientSatisfactoryPoorGood6835