SH 301 - 01 - 2.57 over DAVIS CREEK


+34.03828, -93.66746
34°02'18" N, 93°40'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 301 - 01 - 2.57 over DAVIS CREEK
Structure number:0000000000M3275
Location:2.5 SE JCT SH 27
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:90.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201690.3FairSatisfactorySatisfactoryGood-570
March 201490.3FairSatisfactoryGoodGood-570
July 201285.8FairSatisfactoryGoodGood-1000
August 201085.8FairSatisfactoryGoodGood-1000
August 200885.8FairSatisfactoryGoodGood-1000
July 200693.9FairSatisfactoryGoodGood-660
August 200485.8FairSatisfactoryGoodGood-1000
September 200285.7FairSatisfactoryGoodGood-980
July 200086.8FairSatisfactoryGoodGood-880
March 199886.8FairSatisfactoryGoodGood-880
October 199695.5FairSatisfactoryGoodVery Good-140
June 199495.5FairSatisfactoryGoodVery Good-140
June 199295.5FairSatisfactoryGoodVery Good-140
April 199087.1FairSatisfactoryGoodVery Good-1230

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.360360000
Reinforced Concrete Abutmentlinear ft.102102000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4848000
Reinforced Concrete Slabsq. ft.696696000
Wearing Surfacessq. ft.672672000