Share:

HICKMAN MILLS DR S over NAZARENE CR

Map

Coordinates:
+38.93372, -94.52705
38°56'01" N, 94°31'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN MILLS DR S over NAZARENE CR
Structure number:2830
Old structure number:A3355 1 (from 1992 edition)
Location:S 35 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:13.1 ft. [4.0 m]
Total length:43.6 ft. [13.3 m]
Vertical clearance above deck:28.2 ft. [8.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2005
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,522 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10352284.6
November 2015Fair6 out of 10332084.6
November 2013Fair6 out of 10332084.6
November 2011Fair6 out of 10244499.8
November 2009Good7 out of 101100099.5
January 2008Good7 out of 101100099.5
October 2005Good7 out of 101100099.5
August 2003Good7 out of 10138100.0
October 2001Good7 out of 10135100.0
September 1999FairN out of 103263885.8
August 1999Good7 out of 10135100.0
August 1997Good7 out of 10135100.0
February 1996Good7 out of 10100100.0
November 1993Good7 out of 10100100.0
December 1991Good7 out of 10100100.0