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SH 39 over CREEK

Map

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

Facts

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
Superstructure
Timber Girder/Beamlinear ft.4954590360
Deck
Reinforced Concrete Decksq. ft.1,0811,081000
Wearing Surfacessq. ft.1,0351,035000
Substructure
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