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SR 8 over HOULKA CREEK

Map 

Coordinates:
+33.84155, -88.93207
33°50'30" N, 88°55'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 8 over HOULKA CREEK
Structure number:310000800913190
Location:1.9 MI E NATCHEZ TRACE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:49.9 ft. [15.2 m]
Total length:259.9 ft. [79.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1940
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:42.5 tons [38.6 metric tons]
Inventory rating:25.4 tons [23.1 metric tons]
Sufficiency rating:68.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201668.3Not deficientSatisfactorySatisfactorySatisfactory1900
February 201468.3Not deficientSatisfactorySatisfactorySatisfactory1900
February 201360.3Not deficientSatisfactorySatisfactorySatisfactory2000
February 201247.2Functionally obsoleteSatisfactorySatisfactoryFair2100
February 201158.0Functionally obsoleteSatisfactorySatisfactorySatisfactory2100
October 200957.8Functionally obsoleteSatisfactoryGoodSatisfactory2200
September 200866.8Functionally obsoleteGoodGoodGood2200
September 200666.0Functionally obsoleteGoodGoodGood2100
September 200469.0Functionally obsoleteGoodGoodGood2100
September 200271.2Not deficientGoodGoodGood2000
August 200071.2Not deficientGoodGoodGood1960
September 199871.2Not deficientGoodGoodGood1960
September 199670.3Not deficientGoodGoodGood1960
January 199659.2Not deficientGoodGoodGood1960
October 199459.2Not deficientGoodGoodGood1960
March 199359.2Not deficientGoodGoodGood1960
February 199259.2Not deficientGoodGoodGood1960
February 199163.9Not deficientGoodGoodGood1890