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LOCAL ROAD over BIG CREEK

Map

Coordinates:
+32.26163, -91.77150
32°15'42" N, 91°46'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over BIG CREEK
Structure number:582132156914621
Location:LOGMI 1.50 FR 325 TO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:77 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:47.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$862,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201647.3PoorSatisfactoryGoodPoorSD77
September 201434.9PoorSatisfactoryGoodPoorSD77
September 201234.9PoorSatisfactoryGoodPoorSD77
September 201034.9PoorSatisfactoryGoodPoorSD77
September 200863.9FairSatisfactoryGoodSatisfactory-77
August 200763.9FairSatisfactoryGoodSatisfactory-77
September 200675.9FairSatisfactoryGoodGood-77
August 200475.9FairSatisfactoryGoodGood-77
September 200275.9FairSatisfactoryGoodGood-77
February 200175.9FairSatisfactoryGoodGood-77
January 199771.8FairSatisfactoryGoodGood-77
December 199471.8FairSatisfactoryGoodGood-77
December 199271.8FairSatisfactoryGoodGood-77
December 199071.8FairSatisfactoryGoodGood-77

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.114114000
Timber Girder/Beamlinear ft.2,56502,56500
Steel Floor Beamlinear ft.9191000
Substructure
Timber Abutmentlinear ft.7807800
Timber Pileeach75591006
Timber Pier Caplinear ft.324032400
Deck
Timber Decksq. ft.6,8166,816000
Bridge Rail
Other Material Bridge Raillinear ft.568005680