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LOCAL ROAD over CREEK

Map

Coordinates:
+32.48421, -91.84961
32°29'03" N, 91°50'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over CREEK
Structure number:054232289915091
Location:LOGMI 1.38 FR 498 TO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 1974]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:51.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory10051.0
August 2015FairSatisfactorySatisfactorySatisfactory10050.8
August 2013FairSatisfactorySatisfactorySatisfactory10050.8
August 2011FairSatisfactorySatisfactorySatisfactory10050.8
August 2009FairSatisfactorySatisfactorySatisfactory10050.8
August 2007FairSatisfactorySatisfactorySatisfactory10050.8
May 2005FairSatisfactorySatisfactorySatisfactory10050.8
July 2002FairSatisfactorySatisfactorySatisfactory10050.8
April 2000FairSatisfactorySatisfactorySatisfactory10050.8
March 1998FairSatisfactorySatisfactorySatisfactory10050.8
April 1996FairSatisfactorySatisfactorySatisfactory10050.8
April 1994FairSatisfactorySatisfactorySatisfactory10050.8
March 1992FairSatisfactorySatisfactorySatisfactory10050.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.190183070
Deck
Reinforced Concrete Decksq. ft.6846740100
Wearing Surfacessq. ft.608608000
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.5205200
Reinforced Concrete Pile Cap/Footinglinear ft.1201200
Reinforced Concrete Pier Caplinear ft.2626000