Share:

RT H E over SOUTH FK BIG BRUSH

Map

Coordinates:
+37.01841, -90.85391
37°01'06" N, 90°51'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT H E over SOUTH FK BIG BRUSH
Structure number:29334
Location:S 4 T 27 N R 2 E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:67.9 ft. [20.7 m]
Total length:249.4 ft. [76.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2002
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:4
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:222 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodVery GoodVery GoodVery Good22298.9
December 2015GoodVery GoodVery GoodVery Good21698.9
December 2013GoodVery GoodVery GoodVery Good18098.9
December 2011GoodVery GoodVery GoodExcellent20498.9
December 2009GoodVery GoodVery GoodExcellent22298.9
December 2007GoodVery GoodVery GoodExcellent24698.9
October 2005GoodExcellentExcellentExcellent23098.9
December 2003GoodExcellentExcellentExcellent23698.9
November 2001GoodExcellentExcellentExcellent21498.9