+35.18180, -92.31428
35°10'54" N, 92°18'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 287 over E CADRON CREEK
Structure number:000000000005420
Location:7.16 MI N SH 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.8FairSatisfactoryGoodSatisfactoryFO2100
September 201481.8FairSatisfactoryGoodGoodFO2100
September 201284.0FairSatisfactoryGoodGood-1900
September 201084.0GoodGoodGoodGood-1900
August 200873.9GoodGoodGoodGood-1900
September 200674.1GoodGoodGoodGood-1700
September 200474.0GoodGoodGoodGood-1800
August 200274.2GoodVery GoodVery GoodVery Good-1300
August 200073.8GoodVery GoodVery GoodVery Good-1700
August 199873.8GoodVery GoodVery GoodVery Good-1700
September 199682.8GoodVery GoodVery GoodVery Good-655
July 199482.2GoodVery GoodVery GoodVery Good-655
August 199282.2GoodVery GoodVery GoodVery Good-655
August 199082.5GoodVery GoodVery GoodVery Good-337