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I0010 over DALRYMPLE DR/CITY PK LAK

Map

Coordinates:
+30.42623, -91.16620
30°25'34" N, 91°09'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0010 over DALRYMPLE DR/CITY PK LAK
Structure number:611704501001782
Location:I0010
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:130.9 ft. [39.9 m]
Total length:887.2 ft. [270.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1964
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:7
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:99,000 [as of 2015]
Truck traffic:21% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:51.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,498,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairSatisfactory9900051.6
March 2014FairSatisfactoryFairSatisfactory9306052.6
March 2013FairSatisfactoryFairSatisfactory9354052.6
September 2011FairSatisfactoryVery GoodGood9252065.1
May 2009FairSatisfactoryVery GoodGood9216066.2
May 2007FairSatisfactoryGoodGood7338067.5
May 2005FairSatisfactoryGoodGood8070066.6
May 2003FairSatisfactoryGoodGood8820065.7
May 2001FairSatisfactoryGoodGood7168165.7
May 1999FairSatisfactoryGoodGood7168165.7
May 1997FairSatisfactoryGoodGood7168168.7
May 1995FairSatisfactoryGoodGood7881172.0
May 1993FairSatisfactoryGoodGood5141276.2
May 1991FairSatisfactoryGoodGood6854174.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6882,01606720
Steel Protective Coatingsq. ft.47,0380047,0380
Steel Stringerlinear ft.3,5843,584000
Steel Protective Coatingsq. ft.19,7560019,7560
Deck
Reinforced Concrete Decksq. ft.37,63202537,6070
Superstructure
Steel Floor Beamlinear ft.1,8061,20406020
Steel Protective Coatingsq. ft.13,985009,3244,661
Steel Pin or Pin & Hangar Assemblyeach1818000
Steel Protective Coatingsq. ft.150001500
Substructure
Reinforced Concrete Columneach126150
Reinforced Concrete Abutmentlinear ft.1361003060
Reinforced Concrete Pier Caplinear ft.28824328170
Joints
Open Jointlinear ft.4242000
Other Jointlinear ft.414414000
Bearings
Movable Bearingeach61410
Steel Protective Coatingsq. ft.2900290
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.2900290
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,7921,7186590