+39.20000, -85.20333
39°12'00" N, 85°12'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 48 over RIPLEY CREEK
Structure number:017860
Location:00.47 E SR 129
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:52.2 ft. [15.9 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1985
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:983 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 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: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 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 the assessed or calculated scour condition. [8]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201798.5FairGoodSatisfactoryGood-983
February 201598.5FairGoodSatisfactoryGood-983
February 201398.5FairGoodSatisfactoryGood-983
February 201198.5FairGoodSatisfactoryGood-983
March 200998.5FairGoodSatisfactoryGood-983
April 200798.8GoodGoodVery GoodVery Good-983
April 200598.6GoodGoodVery GoodVery Good-983
June 200398.6GoodGoodVery GoodVery Good-964
May 200195.5GoodGoodVery GoodVery Good-964
September 199995.5GoodGoodVery GoodVery Good-748
September 199795.5GoodGoodVery GoodVery Good-748
October 199595.5GoodGoodVery GoodVery Good-748
March 199495.7GoodGoodVery GoodVery Good-500
January 199390.6GoodGoodVery GoodVery Good-500
December 198991.8GoodGoodVery GoodVery Good-500