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SH 285 over MILL CREEK RELIEF

Map

Coordinates:
+35.25974, -92.34244
35°15'35" N, 92°20'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 285 over MILL CREEK RELIEF
Structure number:000000000005641
Location:2.9 MI E US 65
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 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
August 201681.8FairSatisfactorySatisfactoryGood-1300
August 201481.8FairSatisfactorySatisfactoryGood-1300
August 201281.7FairSatisfactorySatisfactoryGood-1400
September 201081.7FairSatisfactoryGoodGood-1400
September 200881.7FairSatisfactoryGoodGood-1400
September 200659.4GoodGoodGoodGood-1700
August 200459.7GoodGoodGoodGood-1500
August 200259.9GoodVery GoodVery GoodVery Good-1200
August 200059.9GoodVery GoodVery GoodVery Good-1200
August 199859.9GoodVery GoodVery GoodVery Good-1200
September 199669.1GoodVery GoodVery GoodVery Good-380
July 199468.1GoodVery GoodVery GoodVery Good-380
August 199268.1GoodVery GoodVery GoodVery Good-380
August 199068.2GoodVery GoodVery GoodVery Good-252