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LRD N HAWLEY RD over LRD W STATE ST

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

Facts 

Name:LRD N HAWLEY RD over LRD W STATE ST
Structure number:P40087300000000
Location:0.6M W JCT USH 41
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:105.0 ft. [32.0 m]
Total length:756.6 ft. [230.6 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
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:10
Main spans material:Steel continuous [4]
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:16,211 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:55.7 tons [50.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:56.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,624,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201556.3Functionally obsoleteSatisfactoryGoodFair16211
October 201456.3Functionally obsoleteSatisfactoryGoodFair16211
October 201267.8Functionally obsoleteSatisfactoryGoodSatisfactory16211
October 201068.2Not deficientSatisfactoryGoodSatisfactory20300
September 200868.2Not deficientSatisfactoryGoodSatisfactory20300
August 200670.5Not deficientGoodVery GoodVery Good20300
August 200436.0Structurally deficientSeriousFairPoor20300
November 200234.0Structurally deficientSeriousFairPoor20300
October 200017.0Structurally deficientCriticalFairSerious20300
May 199836.5Structurally deficientSeriousSatisfactoryPoor13300
January 199733.8Structurally deficientSeriousSatisfactoryPoor13300
October 199441.8Structurally deficientPoorSatisfactoryPoor13300
December 199241.8Structurally deficientPoorSatisfactoryPoor13300
October 199044.4Structurally deficientFairSatisfactoryPoor13300