SH 107 over Nichols Creek


+35.31098, -92.22731
35°18'40" N, 92°13'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 107 over Nichols Creek
Structure number:000000000005089
Location:0.8 MI N JCT SH 225
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1967
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

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 minimum criteria [6]
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:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:66.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201566.6FairSatisfactorySatisfactoryGood-1300
December 201366.6FairSatisfactorySatisfactoryGood-1300
December 201167.3FairSatisfactorySatisfactoryGood-1100
December 200967.3FairSatisfactorySatisfactoryGood-1100
December 200768.4FairSatisfactorySatisfactoryGood-820
December 200553.9FairSatisfactorySatisfactoryGood-1000
August 200454.9FairSatisfactoryGoodGood-1000
August 200255.8GoodVery GoodGoodVery Good-770
August 200055.8GoodVery GoodGoodVery Good-770
August 199855.8GoodVery GoodGoodVery Good-770
September 199661.0GoodGoodGoodVery Good-325
July 199460.0GoodGoodGoodVery Good-325
August 199260.0GoodGoodGoodVery Good-325
August 199058.3FairGoodGoodSatisfactory-456

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5959000
Reinforced Concrete Pier Caplinear ft.4949000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.180180000
Steel Protective Coatingsq. ft.540540000
Reinforced Concrete Slabsq. ft.2,6102,00061000