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CRABAPPLE DRIVE over LAMBERT PARK DITCH

Map

Coordinates:
+32.38833, -93.79000
32°23'18" N, 93°47'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CRABAPPLE DRIVE over LAMBERT PARK DITCH
Structure number:040932233934741
Location:1.1 MI. EAST OF US 171
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:8,132 [as of 1989]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$142,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood813248.7
March 2015GoodGoodGoodGood813248.4
March 2013GoodVery GoodGoodGood813248.4
March 2011GoodVery GoodGoodGood813248.4
March 2009GoodVery GoodGoodGood813248.4
April 2007GoodVery GoodGoodGood813248.4
March 2005GoodVery GoodGoodGood813248.4
March 2003GoodVery GoodVery GoodVery Good813248.4
February 2001GoodVery GoodVery GoodVery Good813248.4
March 1999GoodVery GoodVery GoodVery Good813248.4
February 1997GoodVery GoodVery GoodVery Good813248.4
February 1995GoodVery GoodVery GoodVery Good813248.8
March 1993GoodVery GoodVery GoodVery Good813248.8
March 1991GoodVery GoodGoodVery Good813248.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.372370200
Deck
Reinforced Concrete Top Flangesq. ft.868868000
Wearing Surfacessq. ft.840840000
Substructure
Reinforced Concrete Abutmentlinear ft.10099100
Joints
Pourable Jointlinear ft.5600560
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3030000
Steel Protective Coatingsq. ft.9090000
Reinforced Concrete Bridge Raillinear ft.6262000