Share:

WEBSTER DR over PINHOOK CREEK

Map 

Coordinates:
+34.74270, -86.59067
34°44'34" N, 86°35'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201579.0Not deficientSatisfactoryFairFair500
June 201379.0Not deficientSatisfactoryFairFair500
November 201271.6Not deficientFairFairFair500
November 201171.6Not deficientFairFairFair500
November 201041.5Structurally deficientFairFairFair500
November 200841.5Structurally deficientFairFairFair500
December 200637.8Structurally deficientPoorPoorPoor500
December 200462.8Not deficientSatisfactoryGoodFair5005
December 200272.9Not deficientGoodGoodSatisfactory5005
January 200172.9Not deficientGoodGoodSatisfactory5005
January 199973.1Not deficientGoodGoodSatisfactory5005
January 199773.9Not deficientGoodGoodSatisfactory5000
January 199574.0Not deficientGoodGoodSatisfactory4950
February 199374.0Not deficientSatisfactorySatisfactorySatisfactory4900
February 199181.1Not deficientSatisfactoryGoodSatisfactory4800