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JOHNSON RD over TRIB TO HALEY CREEK

Map

Coordinates:
+32.00577, -90.28404
32°00'21" N, 90°17'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JOHNSON RD over TRIB TO HALEY CREEK
Structure number:SA1500000000047
Location:SEC 15 T 2N R 1W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1963
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:2
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:8% 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: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 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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:91.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201691.9FairGoodGoodSatisfactory-200
November 201491.9FairGoodGoodSatisfactory-200
November 201271.4FairGoodGoodSatisfactory-200
November 201071.4FairGoodGoodSatisfactory-200
October 200971.4GoodGoodGoodGood-200
October 200771.4GoodGoodGoodGood-200
December 200571.4GoodGoodGoodGood-200
January 200471.4GoodGoodGoodGood-200
December 200171.4GoodGoodGoodGood-200
December 199971.4GoodVery GoodVery GoodGood-200
February 199871.4GoodVery GoodVery GoodGood-200
February 199671.4FairVery GoodVery GoodSatisfactory-200