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CR 700N over RIPLEY CREEK

Map

Coordinates:
+39.17694, -85.18667
39°10'37" N, 85°11'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 700N over RIPLEY CREEK
Structure number:6900152
Location:00.21 W OF CR 400E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:124.3 ft. [37.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1993
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:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:4% 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: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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.5GoodGoodGoodGood-150
November 201492.5GoodGoodGoodGood-150
November 201292.5GoodGoodGoodGood-150
November 201093.5GoodGoodGoodGood-150
August 200892.5GoodVery GoodGoodVery Good-145
May 200692.5GoodVery GoodVery GoodVery Good-145
May 200492.5GoodVery GoodVery GoodVery Good-135
April 200292.5GoodVery GoodVery GoodVery Good-135
January 200092.5GoodVery GoodVery GoodVery Good-135
January 199892.5GoodVery GoodVery GoodVery Good-135
June 199692.5GoodVery GoodVery GoodVery Good-125
April 199491.0GoodVery GoodVery GoodVery Good-125