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HICKMAN MILLS DR S over NAZARENE CR

Map 

Coordinates:
+38.93625, -94.52868
38°56'11" N, 94°31'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,320 [as of 2014]
Truck traffic:10% 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 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]
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]
Inventory rating:66.3 tons [60.3 metric tons]
Sufficiency rating:84.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201584.6Not deficient---3320
November 201384.6Not deficient---3320
November 201199.8Not deficient---2444
November 200999.5Not deficient---11000
January 200899.5Not deficient---11000
October 200599.5Not deficient---11000
August 2003100.0Not deficient---138
October 2001100.0Not deficient---135
August 1999100.0Not deficient---135
August 1997100.0Not deficient---135
February 1996100.0Not deficient---100
November 1993100.0Not deficient---100
December 1991100.0Not deficient---100