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TV ROAD over CANEY CREEK

Map

Coordinates:
+32.28349, -90.27465
32°17'01" N, 90°16'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TV ROAD over CANEY CREEK
Structure number:SA2500000000133
Location:SEC 11 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2010
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:88.8 tons [80.7 metric tons]
Inventory rating:53.1 tons [48.3 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 2017100.0GoodExcellentExcellentExcellent-380
February 2015100.0GoodExcellentExcellentExcellent-380
February 2013100.0GoodExcellentExcellentExcellent-380
February 2011100.0GoodExcellentExcellentExcellent-380
February 201028.3PoorGoodGoodPoorSD380
January 200928.3PoorGoodGoodPoorSD380
November 200728.3PoorGoodGoodPoorSD380
January 200728.3PoorGoodGoodPoorSD380
November 200528.3PoorGoodGoodPoorSD380
February 200464.0FairSatisfactorySatisfactorySatisfactory-380
January 200263.0FairSatisfactorySatisfactorySatisfactory-270
February 200055.0FairGoodGoodSatisfactoryFO2600
March 199855.0FairGoodGoodSatisfactoryFO2600
April 199655.0FairGoodGoodSatisfactoryFO2600