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RT P S over HOMINY CR

Map

Coordinates:
+37.63595, -93.24915
37°38'09" N, 93°14'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT P S over HOMINY CR
Structure number:31517
Location:S 32 T 34 N R 21 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:618 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodExcellent61896.3
November 2015GoodVery GoodExcellentExcellent46696.6
November 2013GoodExcellentExcellentExcellent45896.6
November 2011GoodExcellentExcellentExcellent56896.4
November 2009GoodExcellentExcellentExcellent60695.7
November 2007GoodExcellentExcellentExcellent80087.6
March 2006GoodExcellentExcellentExcellent79489.7