SH 56 Izard County over STRAWBERRY RIVER


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 56 Izard County 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 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:920 [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:Satisfactory [6 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]
Sufficiency rating:51.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$424,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairSatisfactory92051.3
June 2017FairSatisfactoryFairSatisfactory92051.3
June 2016FairSatisfactoryFairFair110051.0
June 2015FairSatisfactoryFairFair110051.0
June 2014FairSatisfactoryFairFair110049.5
May 2013FairSatisfactoryFairFair110049.5
April 2012FairSatisfactoryFairFair110049.5
May 2011FairSatisfactoryFairFair110049.5
May 2010FairSatisfactoryFairFair110067.4
April 2009FairSatisfactoryFairFair110067.4
March 2008FairSatisfactoryFairFair100067.5
March 2007FairSatisfactoryFairSatisfactory110067.4
February 2005FairSatisfactoryFairSatisfactory120067.3
December 2003FairSatisfactoryFairSatisfactory120067.1
October 2002FairSatisfactoryFairFair120067.1
December 2001FairSatisfactoryFairFair100015.6
December 2000FairSatisfactoryFairFair100027.8
December 1999FairSatisfactoryFairFair100027.8
November 1998FairSatisfactoryFairFair100027.8
October 1997FairSatisfactoryFairFair38538.0
September 1996FairSatisfactoryFairFair38538.0
September 1994FairSatisfactoryFairFair38554.9
September 1992FairSatisfactoryFairFair38554.9
September 1990FairSatisfactoryFairFair91949.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,6501,492103550
Reinforced Concrete Decksq. ft.8,41007,9194910
Reinforced Concrete Columneach41030
Reinforced Concrete Pier Walllinear ft.896115130
Reinforced Concrete Abutmentlinear ft.6563020
Reinforced Concrete Pile Cap/Footinglinear ft.112870250
Steel Pileeach1500150
Reinforced Concrete Pier Caplinear ft.1267737120
Movable Bearingeach3000300
Fixed Bearingeach3002730
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6646392500