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LOCAL RD (L.2-290) over STREAM

Map

Coordinates:
+38.57833, -96.16667
38°34'42" N, 96°10'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD (L.2-290) over STREAM
Structure number:000560945304960
Location:5.0S 0.5E OF ALLEN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.8 ft. [3.6 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1931
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:92 [as of 2007]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:24.0 tons [21.8 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:66.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$468,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201766.4FairSatisfactorySatisfactoryGood-92
April 201566.4FairSatisfactorySatisfactoryGood-92
February 201366.3GoodGoodGoodGoodSD92
June 201166.3GoodGoodGoodGoodSD92
June 200966.3GoodGoodGoodGoodSD92
June 200860.3GoodGoodGoodGoodSD92