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CR 300S over WALNUT CREEK

Map

Coordinates:
+39.99583, -86.76306
39°59'45" N, 86°45'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 300S over WALNUT CREEK
Structure number:5400052
Location:00.10 E of US 136
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:110.6 ft. [33.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1976
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:Fair
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$491,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201691.5FairSatisfactorySatisfactoryGood-130
April 201491.5FairSatisfactorySatisfactoryGood-130
June 201292.5FairFairSatisfactoryGood-125
July 201092.5FairFairGoodGood-121
August 200896.0FairFairGoodGood-100
August 200696.0FairFairGoodGood-100
June 200498.0FairFairGoodGood-100
April 200296.0FairFairGoodGood-100
June 200091.0FairFairSatisfactoryGood-100
June 199891.0FairFairSatisfactoryGood-100
July 199692.0FairSatisfactoryGoodGood-100
January 199592.0GoodGoodGoodGood-100
January 199293.0GoodGoodVery GoodGood-100
February 199092.0GoodGoodVery GoodGood-100