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US 62-19- LM 5.63 over ELEVEN POINT RIVER

Map 

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

Facts 

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 2015 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201535.8Structurally deficientFairPoorSatisfactory3200
November 201435.8Structurally deficientFairPoorSatisfactory3200
November 201338.5Structurally deficientFairPoorSatisfactory2500
October 201136.1Structurally deficientFairPoorSatisfactory2500
October 200939.3Functionally obsoleteFairFairSatisfactory2500
October 200738.5Functionally obsoleteFairFairSatisfactory2700
October 200548.2Functionally obsoleteSatisfactorySatisfactorySatisfactory3000
November 200347.6Functionally obsoleteSatisfactorySatisfactorySatisfactory3100
October 200155.5Not deficientSatisfactorySatisfactorySatisfactory1100
October 199953.5Not deficientSatisfactorySatisfactorySatisfactory1100
October 199753.5Not deficientSatisfactorySatisfactorySatisfactory1100
October 199653.5Not deficientSatisfactorySatisfactorySatisfactory1100
August 199453.5Not deficientSatisfactorySatisfactorySatisfactory1100
July 199245.7Not deficientSatisfactoryGoodFair1100
September 199049.5Functionally obsoleteSatisfactoryGoodGood2794