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WEST DAVIS BLVD. over CANAL

Map

Coordinates:
+27.92028, -82.45861
27°55'13" N, 82°27'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST DAVIS BLVD. over CANAL
Structure number:105608
Location:0.7 MILE S OF DAVIS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.4 ft. [5.9 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:2,600 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:78.7 tons [71.5 metric tons]
Inventory rating:47.2 tons [42.9 metric tons]
Sufficiency rating:84.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201784.6FairSatisfactorySatisfactoryFair-2600
February 201584.6FairSatisfactorySatisfactoryFair-2600
February 201384.6FairSatisfactorySatisfactoryFair-2600
February 201184.6FairSatisfactorySatisfactoryFair-2600
February 200984.7FairSatisfactorySatisfactoryFair-2600
February 200784.7FairSatisfactorySatisfactoryFair-2600
February 200584.7FairGoodGoodFair-2600
February 200384.7FairGoodGoodFair-2600
February 200184.7FairGoodGoodFair-2600
February 199984.7FairGoodGoodFair-2600
February 199784.3FairGoodGoodFair-2600
February 199555.9PoorSatisfactorySatisfactoryPoorSD2500
February 199353.9PoorFairFairPoorSD2500
February 199253.9PoorFairFairPoorSD2500