+38.95069, -94.53650
38°57'02" N, 94°32'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:25505
Old structure number:S154B31 048 (from 1992 edition)
Location:S 26 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:53.2 ft. [16.2 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,663 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201699.9Good7 out of 10-2663
April 201499.9Good7 out of 10-2663
March 201299.9Good7 out of 10-2663
April 201099.8Good7 out of 10-3900
March 200899.8Good7 out of 10-3900
January 200699.8Good7 out of 10-3900
March 200499.8Good7 out of 10-3900
June 200299.8Good7 out of 10-3900
July 200099.6Good7 out of 10-3900
June 199899.5Good7 out of 10-5390
June 199699.5Good7 out of 10-5390
September 199499.6Good7 out of 10-5390
December 199299.6Good9 out of 10-5390