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SR 483 over COFFEE BEACH CREEK

Map 

Coordinates:
+32.51277, -89.68664
32°30'46" N, 89°41'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 483 over COFFEE BEACH CREEK
Structure number:310048306200430
Location:4.1 MI N SR 13
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1961
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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:510 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:17.9 tons [16.3 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:12.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$456,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201512.8Structurally deficientFairSatisfactoryPoor510
December 201412.8Structurally deficientFairSatisfactoryPoor510
December 201355.2Not deficientSatisfactorySatisfactoryFair440
December 201255.2Not deficientSatisfactorySatisfactoryFair440
December 201155.2Not deficientSatisfactorySatisfactoryFair440
December 201055.2Not deficientSatisfactorySatisfactoryFair440
December 200955.2Not deficientSatisfactorySatisfactoryFair440
November 200857.0Not deficientSatisfactorySatisfactoryFair530
November 200757.0Not deficientSatisfactorySatisfactoryFair530
November 200657.0Not deficientSatisfactorySatisfactoryFair530
January 200657.5Not deficientSatisfactorySatisfactoryFair410
January 200557.5Not deficientSatisfactorySatisfactoryFair410
August 200357.5Not deficientSatisfactorySatisfactoryFair410
February 200357.5Not deficientSatisfactorySatisfactoryFair410
January 200258.6Not deficientSatisfactorySatisfactoryFair380
January 200158.6Not deficientSatisfactorySatisfactoryFair380
January 200058.6Not deficientSatisfactorySatisfactoryFair380
January 199958.6Not deficientSatisfactorySatisfactoryFair380
November 199758.6Not deficientSatisfactorySatisfactoryFair380
November 199648.6Not deficientSatisfactorySatisfactoryFair480
April 199547.6Not deficientSatisfactorySatisfactoryFair480
November 199447.7Not deficientSatisfactorySatisfactoryFair450
November 199247.7Not deficientSatisfactorySatisfactoryFair450
November 199052.7Not deficientSatisfactorySatisfactoryFair380