Roden Mill Rd. over PALARM CREEK


+35.10250, -92.31444
35°06'09" N, 92°18'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Roden Mill Rd. over PALARM CREEK
Structure number:000000000019959
Location:.1 MI W JCT SH 36
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Orthotropic [08]
Deck type:Steel plate (includes orthotropic) [5]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:218 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:23.0 tons [20.9 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Sufficiency rating:49.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201649.4FairSatisfactorySatisfactorySatisfactory-218
July 201549.4FairSatisfactorySatisfactorySatisfactory-218
July 201449.4FairSatisfactorySatisfactorySatisfactory-218
July 201349.4FairSatisfactorySatisfactorySatisfactory-218
August 201249.4FairSatisfactorySatisfactorySatisfactory-218
August 201149.4FairSatisfactorySatisfactorySatisfactory-218
August 201079.3FairSatisfactorySatisfactorySatisfactory-218
August 200979.3FairSatisfactorySatisfactorySatisfactory-218
August 200779.3FairSatisfactorySatisfactorySatisfactory-218
August 200579.3GoodGoodGoodGood-218
August 200379.2GoodGoodGoodVery Good-218
September 200179.1GoodVery GoodVery GoodVery Good-218
July 199979.1GoodVery GoodVery GoodVery Good-218
August 199779.1GoodVery GoodVery GoodVery Good-218
September 199579.2GoodVery GoodVery GoodVery Good-218
August 199379.2GoodVery GoodVery GoodVery Good-218
July 199179.2GoodVery GoodVery GoodVery Good-218