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US 24 E over NS RR, MUNCAS CR

Map

Coordinates:
+39.43577, -92.68818
39°26'09" N, 92°41'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 24 E over NS RR, MUNCAS CR
Structure number:3796
Old structure number:A4638 1 (from 1992 edition)
Location:S 34 T 54 N R 16 W
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:405.9 ft. [123.7 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,746 [as of 2018]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodGoodSatisfactory574680.3
December 2016GoodVery GoodGoodGood397885.7
December 2015GoodVery GoodGoodGood384786.0
December 2013GoodVery GoodGoodGood361786.5
December 2012GoodVery GoodGoodGood382086.0
December 2010GoodVery GoodGoodGood385885.9
December 2008GoodVery GoodGoodVery Good382086.0
January 2007GoodVery GoodGoodVery Good466084.1
December 2004GoodVery GoodGoodVery Good458684.2
December 2002GoodVery GoodGoodVery Good452484.4
December 2001GoodVery GoodGoodVery Good444484.6
October 1999GoodVery GoodGoodVery Good430084.9
December 1998GoodVery GoodGoodVery Good430084.9
October 1997GoodVery GoodVery GoodVery Good430082.9
October 1995GoodVery GoodVery GoodExcellent400983.7
October 1994GoodVery GoodVery GoodExcellent381484.1
January 1994GoodVery GoodVery GoodExcellent339385.1
November 1992GoodVery GoodVery GoodExcellent339385.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,0142,0031100
Deck
Reinforced Concrete Decksq. ft.18,47417,4741,00000
Concrete Protective Coatingsq. ft.18,474018,47400
Substructure
Reinforced Concrete Columneach159600
Reinforced Concrete Pier Walllinear ft.7676000
Reinforced Concrete Abutmentlinear ft.1781621420
Steel Pileeach82600
Steel Protective Coatingsq. ft.4404300100
Reinforced Concrete Pier Caplinear ft.324321030
Bearings
Enclosed/Concealed Bearingeach7068200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.81240740050