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SH 56 IZARD over STRAWBERRY RIVER

Map

Coordinates:
+36.17806, -91.73868
36°10'41" N, 91°44'19" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,6501,472123550
Steel Protective Coatingsq. ft.11,903011,90300
Deck
Reinforced Concrete Decksq. ft.12,782012,78200
Substructure
Steel Columneach1501320
Steel Protective Coatingsq. ft.1,26009453150
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6565000
Reinforced Concrete Pile Cap/Footinglinear ft.22000
Reinforced Concrete Pier Caplinear ft.126873900
Joints
Open Jointlinear ft.7207200
Assembly without Seal Jointlinear ft.9609600
Bearings
Movable Bearingeach3000255
Fixed Bearingeach30010200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.664066400
Steel Protective Coatingsq. ft.1,99201,99200