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SH 177 IZARD over MOCCOSIN CREEK

Map

Coordinates:
+36.18912, -92.14046
36°11'21" N, 92°08'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 177 IZARD over MOCCOSIN CREEK
Structure number:0000000000M3779
Location:2.9 MI NW SH 223
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:72.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$275,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactorySatisfactory180072.7
December 2014FairSatisfactorySatisfactorySatisfactory180072.7
December 2012FairSatisfactorySatisfactorySatisfactory170072.7
December 2010FairSatisfactorySatisfactorySatisfactory170072.7
December 2008FairSatisfactorySatisfactorySatisfactory170073.7
December 2006FairGoodSatisfactoryGood160058.2
December 2004FairGoodSatisfactorySatisfactory170058.1
October 2002FairGoodSatisfactoryGood150058.1
November 2000FairSatisfactorySatisfactoryGood160058.0
November 1998FairSatisfactorySatisfactoryGood160058.0
October 1996FairSatisfactorySatisfactoryGood63062.5
October 1994FairSatisfactorySatisfactoryGood63062.2
October 1992FairSatisfactorySatisfactoryGood63062.2
November 1990GoodGoodGoodVery Good139055.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.399253321140
Deck
Reinforced Concrete Top Flangesq. ft.1,4311,3880430
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.7474000
Reinforced Concrete Pile Cap/Footinglinear ft.2020000
Reinforced Concrete Pier Caplinear ft.5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114011400
Steel Protective Coatingsq. ft.342003420