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CAVE RD over HUZZAH CR

Map

Coordinates:
+38.02896, -91.21357
38°01'44" N, 91°12'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAVE RD over HUZZAH CR
Structure number:17618
Location:S 11 T 38 N R 3 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1999
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2017]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:94.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodVery Good10094.8
February 2015GoodVery GoodVery GoodVery Good10092.8
January 2013GoodVery GoodExcellentExcellent10094.8
January 2011GoodVery GoodExcellentExcellent10094.8
February 2009GoodVery GoodExcellentExcellent10094.8
November 2006GoodVery GoodExcellentExcellent10094.8
August 2005GoodVery GoodExcellentExcellent10094.8
April 2003GoodVery GoodExcellentExcellent10094.8
November 2000GoodExcellentExcellentExcellent10094.8