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LAKE-NORRIS ROAD over JONES CREEK

Map 

Coordinates:
+32.29975, -89.42659
32°17'59" N, 89°25'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAKE-NORRIS ROAD over JONES CREEK
Structure number:SA6200000000024
Location:SEC 1 T 5N R 8E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1992
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:3
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:270 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:93.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.7Not deficientGoodGoodSatisfactory270
December 201286.6Not deficientGoodGoodSatisfactory270
January 201173.2Not deficientGoodGoodSatisfactory270
December 200973.2Not deficientGoodGoodGood270
January 200873.2Not deficientGoodGoodGood270
September 200573.2Not deficientGoodGoodGood270
December 200373.2Not deficientGoodGoodGood270
December 200173.2Not deficientGoodGoodGood270
December 199976.2Not deficientVery GoodVery GoodVery Good240
November 199776.2Not deficientVery GoodVery GoodVery Good240
December 199576.2Not deficientVery GoodVery GoodVery Good240