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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, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.90004545
Reinforced Concrete Pileeach1414000
Reinforced Concrete Pier Caplinear ft.8686000
Joints
Pourable Jointlinear ft.172172000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.124120040
Deck
Reinforced Concrete Slabsq. ft.2,85202,85200