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LOCAL ROAD over SAINT CHARLES CANAL

Map

Coordinates:
+30.03098, -90.00918
30°01'52" N, 90°00'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over SAINT CHARLES CANAL
Structure number:023630018900051
Location:0.5MI.E.OF NEW CASTL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Tolls:Yes, on toll road [2]
Length of largest span:19.0 ft. [5.8 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:35.4 ft. [10.8 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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:88.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201788.2FairSatisfactorySatisfactorySatisfactory--
January 201587.9FairSatisfactorySatisfactorySatisfactory--
January 201387.9FairSatisfactorySatisfactorySatisfactory--
February 201187.9FairSatisfactorySatisfactorySatisfactory--
April 200987.9FairSatisfactorySatisfactorySatisfactory--
March 200786.9FairFairSatisfactorySatisfactory--
May 200586.9FairFairSatisfactorySatisfactory--
June 200386.9FairFairSatisfactorySatisfactory--
November 200175.9FairFairSatisfactoryFair--
June 199975.9FairFairSatisfactoryFair--
June 199775.9FairFairSatisfactoryFair--
June 199575.9FairFairSatisfactoryFair--
May 199375.9FairFairSatisfactoryFair--
June 199175.9FairFairSatisfactoryFair--

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6459050
Timber Pileeach28141400
Reinforced Concrete Pier Caplinear ft.128012800
Joints
Pourable Jointlinear ft.192019200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1921524000
Deck
Reinforced Concrete Slabsq. ft.3,07203,07200