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CR 400W over JONES Creek

Map

Coordinates:
+39.67806, -86.92250
39°40'41" N, 86°55'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 400W over JONES Creek
Structure number:6700099
Location:01.00 W of CR 325W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.5 ft. [10.5 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1962
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: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:341 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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: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:Meets minimum tolerable limits to be left in place as is [4]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$28,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201573.9FairFairFairFair-341
April 201373.9FairFairFairFair-320
April 201172.9FairFairFairFair-320
March 200973.9FairFairFairFair-310
May 200773.9FairFairFairFair-310
March 200559.7PoorGoodGoodPoorSD309
April 200359.8PoorGoodGoodPoorSD298
July 200044.6PoorGoodGoodSeriousSD273
December 199844.6PoorGoodGoodSeriousSD273
May 199671.8FairGoodGoodFair-259
March 199452.9FairGoodGoodFair-300
January 199252.9FairGoodGoodFair-300
January 199067.9FairGoodGoodFair-300