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LAKESHORE DRIVE over TRIB TO CROSS LAKE

Map

Coordinates:
+32.48667, -93.80670
32°29'12" N, 93°48'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKESHORE DRIVE over TRIB TO CROSS LAKE
Structure number:040932292934841
Location:1.6 MI W OF LA173
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,168 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:44.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$360,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorSatisfactorySatisfactoryPoor716844.1
March 2015FairSatisfactorySatisfactorySatisfactory716869.0
March 2013FairSatisfactorySatisfactorySatisfactory716869.0
March 2011FairSatisfactorySatisfactorySatisfactory716870.0
March 2009FairSatisfactorySatisfactorySatisfactory716870.0
March 2007FairSatisfactorySatisfactorySatisfactory716870.0
March 2005FairSatisfactorySatisfactorySatisfactory716870.0
March 2003FairSatisfactorySatisfactorySatisfactory716870.0
February 2001FairSatisfactorySatisfactorySatisfactory716870.0
March 1999FairSatisfactorySatisfactorySatisfactory716870.0
March 1997FairSatisfactorySatisfactorySatisfactory716870.0
February 1995FairSatisfactorySatisfactorySatisfactory716869.9
March 1993FairSatisfactorySatisfactorySatisfactory716869.9
April 1991FairSatisfactorySatisfactoryGood716869.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9008910
Timber Abutmentlinear ft.3030000
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.8686000
Joints
Pourable Jointlinear ft.172172000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.124120040
Deck
Reinforced Concrete Slabsq. ft.2,85202,85020