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CR 80N over BLACK CREEK

Map

Coordinates:
+40.05139, -86.95944
40°03'05" N, 86°57'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 80N over BLACK CREEK
Structure number:5400077
Location:00.10 E of CR 300W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:34°
Owner:County Highway Agency [02]
Year built:1998
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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:170 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.0GoodGoodGoodGoodFO170
April 201498.0GoodGoodGoodGood-170
June 201298.0GoodGoodGoodGood-163
July 201098.0GoodGoodGoodGood-158
May 200896.0GoodVery GoodVery GoodGood-135
May 200696.0GoodVery GoodVery GoodGood-135
July 200496.0GoodVery GoodVery GoodGood-135
June 200252.0PoorVery GoodVery GoodSerious-135
May 200098.0GoodVery GoodVery GoodVery Good-135
September 199833.0------
July 199618.3----SD-
January 199517.2PoorFairPoorPoorSD178
January 199222.8PoorFairPoorPoorSD100
March 199019.6PoorPoorImminent FailurePoor-100