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READY MIX STREET over TRIB TO TOWN CREEK

Map 

Coordinates:
+32.32703, -90.18889
32°19'37" 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:SA2500000000241
Location:SEC 27 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:110 [as of 2014]
Truck traffic:80% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Equal to present desirable criteria [8]
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:26.8 tons [24.4 metric tons]
Inventory rating:19.4 tons [17.6 metric tons]
Sufficiency rating:66.5
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 201666.5Not deficientSatisfactoryGoodGood110
February 201565.5Not deficientVery GoodGoodGood110
February 201465.5Not deficientVery GoodGoodGood110
February 201365.5Not deficientVery GoodGoodGood110
February 201257.0Not deficientSatisfactorySatisfactoryGood110
February 201165.5Not deficientSatisfactorySatisfactoryGood110
February 201065.5Not deficientSatisfactorySatisfactoryGood110
January 200962.5Not deficientSatisfactorySatisfactoryGood110
November 200762.5Not deficientSatisfactorySatisfactoryVery Good110
January 200761.5Not deficientFairSatisfactoryVery Good101
December 200561.5Not deficientFairVery GoodVery Good101
February 200473.5Not deficientGoodVery GoodVery Good100
February 200273.5Not deficientGoodVery GoodVery Good100
February 200073.5Not deficientGoodVery GoodVery Good80
March 199873.5Not deficientVery GoodVery GoodVery Good80
April 199640.0Structurally deficientFairPoorCritical80