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SH 177 IZARD over MOCCOSIN CREEK

Map

Coordinates:
+36.18900, -92.14057
36°11'20" 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]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201672.7FairSatisfactorySatisfactorySatisfactoryFO1800
December 201472.7FairSatisfactorySatisfactorySatisfactoryFO1800
December 201272.7FairSatisfactorySatisfactorySatisfactoryFO1700
December 201072.7FairSatisfactorySatisfactorySatisfactoryFO1700
December 200873.7FairSatisfactorySatisfactorySatisfactoryFO1700
December 200658.2FairGoodSatisfactoryGoodFO1600
December 200458.1FairGoodSatisfactorySatisfactoryFO1700
October 200258.1FairGoodSatisfactoryGoodFO1500
November 200058.0FairSatisfactorySatisfactoryGoodFO1600
November 199858.0FairSatisfactorySatisfactoryGoodFO1600
October 199662.5FairSatisfactorySatisfactoryGood-630
October 199462.2FairSatisfactorySatisfactoryGood-630
October 199262.2FairSatisfactorySatisfactoryGood-630
November 199055.1GoodGoodGoodVery GoodFO1390