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BASKETT ST over PAYNE BR

Map

Coordinates:
+39.47978, -91.99697
39°28'47" N, 91°59'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BASKETT ST over PAYNE BR
Structure number:31379
Location:S 10 T 54 N R 10 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.6 ft. [7.8 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:80.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 1015080.5
May 2016Good8 out of 1015080.5
May 2014Good8 out of 1015080.5
May 2012Good8 out of 1015080.5
July 2010Good9 out of 1015080.5
July 2008Good9 out of 1015079.5
June 2006Good9 out of 1010094.0