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READY MIX STREET over TRIB TO TOWN CREEK

Map 

Coordinates:
+32.32661, -90.18889
32°19'36" N, 90°11'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:READY MIX STREET over TRIB TO TOWN CREEK
Structure number:SA2500000000264
Location:SEC 34 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Bridge closed to all traffic [K]
Average daily traffic:110 [as of 2014]
Truck traffic:80% of total traffic
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Imminent Failure [1 out of 9]
Substructure condition:Critical [2 out of 9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$73,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201624.9Structurally deficientImminent FailureImminent FailureCritical110
February 201524.9Structurally deficientImminent FailureImminent FailureCritical110
February 201424.9Structurally deficientCriticalCriticalCritical110
February 201324.9Structurally deficientCriticalCriticalCritical110
February 201224.9Structurally deficientCriticalCriticalCritical110
February 201124.9Structurally deficientCriticalCriticalCritical110
February 201024.9Structurally deficientCriticalCriticalCritical110
January 200924.9Structurally deficientCriticalCriticalCritical110
November 200724.9Structurally deficientSeriousCriticalCritical110
January 200724.8Structurally deficientSeriousCriticalCritical200
December 200528.9Structurally deficientFairSeriousCritical200
December 200429.9Structurally deficientSatisfactorySeriousCritical200
February 200431.4Structurally deficientSatisfactorySeriousCritical200
February 200231.4Structurally deficientSatisfactoryPoorPoor200
February 200039.6Structurally deficientSatisfactorySatisfactoryFair180
March 199839.6Structurally deficientSatisfactorySatisfactoryFair180
April 199639.6Structurally deficientSatisfactorySatisfactoryFair180