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WEBSTER DR over PINHOOK CREEK

Map

Coordinates:
+34.74270, -86.59067
34°44'34" N, 86°35'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEBSTER DR over PINHOOK CREEK
Structure number:009784
Old structure number:0000012945M0010 (from 1992 edition)
Location:500 A WEBSTER DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:45.3 tons [41.2 metric tons]
Inventory rating:27.2 tons [24.7 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,219,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.0FairSatisfactoryFairFair-500
June 201379.0FairSatisfactoryFairFair-500
November 201271.6FairFairFairFair-500
November 201171.6FairFairFairFair-500
November 201041.5FairFairFairFairSD500
November 200841.5FairFairFairFairSD500
December 200637.8PoorPoorPoorPoorSD500
December 200462.8FairSatisfactoryGoodFair-5005
December 200272.9FairGoodGoodSatisfactory-5005
January 200172.9FairGoodGoodSatisfactory-5005
January 199973.1FairGoodGoodSatisfactory-5005
January 199773.9FairGoodGoodSatisfactory-5000
January 199574.0FairGoodGoodSatisfactory-4950
February 199374.0FairSatisfactorySatisfactorySatisfactory-4900
February 199181.1FairSatisfactoryGoodSatisfactory-4800