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MCDOWELL RD over CANEY CREEK

Map

Coordinates:
+32.26913, -90.25914
32°16'09" N, 90°15'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MCDOWELL RD over CANEY CREEK
Structure number:SA2500000000135
Location:SEC 13 T 5N R 1W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:11,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:7.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$335,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 20177.0PoorGoodGoodPoorSD11000
February 20167.0PoorGoodGoodPoorSD11000
February 201567.6FairGoodGoodFairFO11000
February 201467.6FairGoodGoodFairFO11000
February 201345.7FairGoodGoodFairFO11000
February 201145.7FairGoodGoodFairFO11000
February 201045.7FairGoodGoodFairFO11000
November 200745.7FairGoodGoodFairFO11000
December 200545.7FairGoodGoodFairFO11000
February 200456.6FairGoodGoodSatisfactoryFO11000
January 200256.6FairGoodGoodSatisfactoryFO11000
February 200056.2FairGoodGoodSatisfactoryFO12360
March 199856.2FairGoodGoodSatisfactoryFO12360
April 199656.2FairGoodGoodSatisfactoryFO12360