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N ANTIOCH RD over ROCK CR

Map

Coordinates:
+39.15609, -94.54739
39°09'22" N, 94°32'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N ANTIOCH RD over ROCK CR
Structure number:25316
Old structure number:N024B311 024 (from 1992 edition)
Location:S 7 T 50 N R 32 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1997
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,889 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Good7 out of 10388980.8
March 2014Good7 out of 10388980.8
April 2012Good7 out of 10388980.8
March 2010Good7 out of 10770080.5
March 2008Good7 out of 10770080.5
January 2006Good7 out of 10770080.5
March 2004Good7 out of 10770080.5
June 2002Good7 out of 10770080.5
June 2000Good7 out of 10170087.8
June 1998Good7 out of 1050096.0