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300 AVENUE over CAMP CREEK

Map

Coordinates:
+40.82222, -95.61389
40°49'20" N, 95°36'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:300 AVENUE over CAMP CREEK
Structure number:000000000161201
Location:070413102
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201581.0FairSatisfactorySatisfactoryFair-50
June 201381.0FairSatisfactorySatisfactoryFair-50
June 201170.0PoorGoodGoodPoorSD50
June 200969.9PoorGoodGoodPoorSD50
May 200797.0GoodGoodGoodGood-50
March 200597.0GoodGoodGoodGood-50
April 200397.0GoodVery GoodVery GoodVery Good-50
May 200197.0GoodVery GoodVery GoodVery Good-50
March 199997.0GoodVery GoodVery GoodVery Good-50
May 199797.0GoodVery GoodVery GoodVery Good-50
February 199597.0GoodVery GoodVery GoodVery Good-30
June 199397.0GoodVery GoodVery GoodVery Good-30
April 199178.2GoodVery GoodVery GoodVery Good-30