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SH 56 IZARD over STRAWBERRY RIVER

Map

Coordinates:
+36.17806, -91.73868
36°10'41" N, 91°44'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 56 IZARD over STRAWBERRY RIVER
Structure number:000000000003219
Location:1.4 MI E JCT SH 289 N
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:65.0 ft. [19.8 m]
Total length:332.0 ft. [101.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1959
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 [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: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:34.9 tons [31.7 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:51.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$424,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201651.0FairSatisfactoryFairFair-1100
June 201551.0FairSatisfactoryFairFair-1100
June 201449.5FairSatisfactoryFairFair-1100
May 201349.5FairSatisfactoryFairFair-1100
April 201249.5FairSatisfactoryFairFair-1100
May 201149.5FairSatisfactoryFairFair-1100
May 201067.4FairSatisfactoryFairFair-1100
April 200967.4FairSatisfactoryFairFair-1100
March 200867.5FairSatisfactoryFairFair-1000
March 200767.4FairSatisfactoryFairSatisfactory-1100
February 200567.3FairSatisfactoryFairSatisfactory-1200
December 200367.1FairSatisfactoryFairSatisfactory-1200
October 200267.1FairSatisfactoryFairFair-1200
December 200115.6FairSatisfactoryFairFairFO1000
December 200027.8FairSatisfactoryFairFairFO1000
December 199927.8FairSatisfactoryFairFairFO1000
November 199827.8FairSatisfactoryFairFairFO1000
October 199738.0FairSatisfactoryFairFairFO385
September 199638.0FairSatisfactoryFairFairFO385
September 199454.9FairSatisfactoryFairFair-385
September 199254.9FairSatisfactoryFairFair-385
September 199049.4FairSatisfactoryFairFair-919