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MORM BR RD/FAU5047 over MILL CREEK

Map 

Coordinates:
+41.34256, -95.98397
41°20'33" N, 95°59'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORM BR RD/FAU5047 over MILL CREEK
Structure number:U1825A5150
Location:JCT US73/N36 .1W .1S
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:51.8 ft. [15.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2010]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:71.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201471.1Not deficient---4500
June 201285.0Not deficient---4500
June 201184.8Not deficient---4800
March 201084.8Not deficient---4800
December 200884.9Not deficient---4700
February 200697.8Not deficient---4800
July 200497.4Not deficient---5600
December 200297.4Not deficient---5600
May 200033.9Structurally deficientPoorPoorSatisfactory7900
May 199833.9Structurally deficientPoorPoorSatisfactory7900
July 199667.7Structurally deficientPoorSatisfactorySatisfactory4950