US 62-19- LM 5.63 over ELEVEN POINT RIVER


+36.24515, -91.08471
36°14'43" N, 91°05'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 62-19- LM 5.63 over ELEVEN POINT RIVER
Structure number:000000000002045
Location:5.63 MI NE LAWRENCE CO
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:85.0 ft. [25.9 m]
Total length:1215.0 ft. [370.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
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: November 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:35.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,731,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201635.8PoorFairPoorSatisfactorySD3200
November 201535.8PoorFairPoorSatisfactorySD3200
November 201435.8PoorFairPoorSatisfactorySD3200
November 201338.5PoorFairPoorSatisfactorySD2500
October 201136.1PoorFairPoorSatisfactorySD2500
October 200939.3FairFairFairSatisfactoryFO2500
October 200738.5FairFairFairSatisfactoryFO2700
October 200548.2FairSatisfactorySatisfactorySatisfactoryFO3000
November 200347.6FairSatisfactorySatisfactorySatisfactoryFO3100
October 200155.5FairSatisfactorySatisfactorySatisfactory-1100
October 199953.5FairSatisfactorySatisfactorySatisfactory-1100
October 199753.5FairSatisfactorySatisfactorySatisfactory-1100
October 199653.5FairSatisfactorySatisfactorySatisfactory-1100
August 199453.5FairSatisfactorySatisfactorySatisfactory-1100
July 199245.7FairSatisfactoryGoodFair-1100
September 199049.5FairSatisfactoryGoodGoodFO2794