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SALEM RD over BRYANTS CREEK

Map

Coordinates:
+39.36361, -86.54944
39°21'49" N, 86°32'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SALEM RD over BRYANTS CREEK
Structure number:5500008
Location:00.04 S OF PARAGON RD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1989
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:460 [as of 2014]
Truck traffic:5% 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 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 condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201694.3GoodGoodGoodGood-460
August 201494.3GoodGoodGoodGood-460
August 201294.3GoodGoodGoodGood-400
September 201094.3GoodGoodGoodGood-400
April 200894.4GoodGoodVery GoodGood-370
March 200694.4GoodVery GoodVery GoodGood-370
March 200494.4GoodVery GoodVery GoodGood-350
April 200294.4GoodVery GoodVery GoodGood-350
April 200094.4GoodVery GoodVery GoodGood-350
May 199894.4GoodVery GoodVery GoodGood-350
May 199694.4GoodVery GoodVery GoodGood-350
May 199493.9GoodVery GoodVery GoodGood-350
June 199293.4GoodVery GoodVery GoodGood-350
June 199093.3GoodExcellentExcellentExcellent-400