SH 39 over CREEK


+34.66733, -91.10522
34°40'02" N, 91°06'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 39 over CREEK
Structure number:0000000000M0857
Location:.8 MI N JCT OF SH 49
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:120 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:10.0 tons [9.1 metric tons]
Inventory rating:4.0 tons [3.6 metric tons]
Sufficiency rating:26.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201626.5FairGoodFairFairFO120
November 201526.5FairGoodFairFairFO120
November 201426.5FairGoodFairFairFO120
November 201326.5FairGoodFairFairFO190
November 201226.5FairGoodFairFairFO190
November 201126.5FairGoodFairFairFO190
November 201041.1FairGoodFairFair-190
November 200948.1FairGoodSatisfactorySatisfactory-190
November 200848.1FairGoodSatisfactorySatisfactory-150
December 200748.1FairGoodSatisfactorySatisfactory-180
November 200648.1FairGoodSatisfactorySatisfactory-180
October 200548.1FairGoodSatisfactorySatisfactory-140
October 200448.1FairGoodSatisfactorySatisfactory-140
September 200347.8FairGoodSatisfactorySatisfactory-160
August 200247.8FairGoodSatisfactorySatisfactory-160
May 200148.3FairGoodSatisfactorySatisfactory-260
March 200048.3FairGoodSatisfactorySatisfactory-260
March 199948.3FairGoodGoodSatisfactory-260
March 199848.3FairGoodGoodSatisfactory-260
January 199756.3FairGoodGoodSatisfactory-85
November 199556.3GoodGoodGoodGood-85
November 199456.3GoodGoodGoodGood-85
November 199356.3GoodGoodGoodGood-85
November 199256.3GoodGoodGoodGood-85
November 199149.6GoodGoodGoodGood-225

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Timber Girder/Beamlinear ft.4954590360
Reinforced Concrete Decksq. ft.1,0811,081000
Wearing Surfacessq. ft.1,0351,035000
Timber Abutmentlinear ft.50040100
Timber Pileeach1610060
Timber Pier Caplinear ft.100100000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9209200
Steel Protective Coatingsq. ft.276002760